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Home My WebLink AboutSheldrake River Watershed Hyrologic Study Appendix 5-3 of DGEIS for Conservation-Recreation (CR) Zone Volume II Revised 5/1/1991 Engineering Report SHELDRAKE RIVER WATERSHED HYDROLOGIC STUDY TOWN OF MAMARONECK NEW YORK APPENDIX 5-3 OF DGEIS FOR CONSERVATION - RECREATION (CR) ZONE TOWN OF MAMARONECK, NEW YORK VOLUME II - APPENDICES PRWERTYO TOWN OF MAMARONECK March 1991 (Revised May 1991) CONSERVATION DEPARTMENT Project 0849-15-1 IRNI ENVIRONMENTAL ENGINEERS,SCIENTISTS&PLANNERS TOWN OF MAMARONECK SHELDRAKE RIVER WATERSHED HYDROLOGIC STUDY LIST OF APPENDICES Appendix Description A Calibrations of HEC-1 Model B Summary of Runoff Flows for Existing Conditions C Summary of Runoff Flows for Developed Conditions (CR Detached, CR Townhouse, and R30 Townhouse) D Summary of Runoff Flows for Developed Conditions (R30 Detached) E Summary of Water Surface Elevations for Existing Conditions F Summary of Water Surface Elevations for Developed Conditions (CR Detached, CR Townhouse, and R30 Townhouse) G Summary of Water Surface Elevations for Developed Conditions (R30 Detached) euIPR APPENDIX A CALIBRATIONS OF HEC-1 MODEL User ID: LOPEZ Request 396 from node SYSB Project ID: PERSONAL :ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ: :ZZZZZ7777777777ZZZZZZZZZ7777ZZZZ77777777777ZZZZZZZZZZZZZZZZZZZZZZZZ777ZZZZZZZZZZZ7777ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ: w www WWWW WWWWW WWWWW w w ww ww w w w ww ww w w• w w wwww wwww w w w ww w w w w w w w w WWWWW www w WWWWW WWWWW WWW wwwww www wwww w w w wwww wwww w w W WWWWWWWWww ww w ww www w w w w ww wwww w w ww wwww www w w w WWww w w w w WWWW WWWW w w w WWWWWWWWW w ww www W WWWWWWWWW ww w W w W WW wWw w www w w w w WWW ww w w w w w 777777777777777777777777777777777ZZ77777777777777777777777777777777777ZZZZZZZZZ7777ZZZ777777ZZZ77777ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ: 77777777777777777777777777ZZ7777777777777777777777777777777777777777777ZZZZZZ77777777777777777Z?ZZZZ?Z.7777777ZZZZZZZZZZZZZZZMZZ: (DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer. Inc.] Using Despooier Environment: LAZ Print Request Attributes: LAZ Spool options: Totai sire: 64 records p?+.hn2ry • <SYSB-2>pFRc0NA ›LnpE7>SHF_ _9AKP>S1n MA1 .PRN Fiie last modified: 91-01-18.11:34:28.Fri Spooled: 91-03-20.11:14:48.Wed Started: 91-03-20.11:12:16.Wed 0 S O. Page 2 HEC1 S/N: 1105260006 I-MVersion: 5.20 Data File: calib5.hc1 ***************************************** *************************************** * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * RUN DATE 01/14/1991 TIME 15-01 -00 * * * * * * * ***************************************** *************************************** X X X)00000( XXXXX X X X X X X XX X X X X X X)00000( XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX : : : Full M i cr.,,,..,,,,_.utc r Implementation by : : : Haestad Me-thods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIM - AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 19/3-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORIT}-M Page 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID MODEL CALIBRATION - RUN #5B - INPUT FILE NAME: CALIBOSB.HC1 2 ID 3 ID ********* Modified following CALIB08.HC1 data ************* 4 ID 5 ID *DIAGRAM 6 IT 60 16MAY89 0400 20MAY89 0824 7 IO 1 2 8 PG 1 0 j 11 0.02 ...f.1%, V YV V.YL 0.12 W.1.... W.......7 W...1,:) 0.07 ,I.16$1 10 PI 0.13 0.12 0.13 0.02 0.0001 0.05 0.04 0.13 0.19 0.21 11 PI 0.29 0.12 0.0001 0.0001 0.0001 0.016 0.02 0.02 0.04 12 PI 13 PI 14 PI 15 PI 16 PI 17 PI 18 KK 01 BASIN #1 19 KM DEFINITION OF BASIN #1 - AREA BASE FLOW, RAINFALL, SCS CURVE ER, 20 KM AND SCS DIMENSIONLESSUNIT GRAPHNUMBER, 21 KU 3 1 21 22 BA 1.73 23 EF 1.51 24 PR 1 25 PW 1 26 LS 0 80 27 Li) 0.8 7R KK (11T1V) 29 KM ROUTING FLOW FROM BASIN 41 THRU CARPENTER ER POND DOWN TO 30 KM JILT UPSTREAM OF THE SHELDRAKE RESERVOIR (POINT 2) 31 KO 0 0 21 32 RT 1 4 3 33 KK 02 BASIN #2 34 KM DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 35 KM AND SCS DIMENSIONLF.S MIT GRAPH 36 KO 3 1 21 37 BA 1.28 38 BF -1.5 1 39 PR 1 40 PW 1 41 LS 0 79 42 UD 0.33 43 44 KMMK 2ADD2 ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 45 KM TO POINT 2 °POINT 2 (JUST UPSTREAM OF SHELDRAKE RESERVOIR) 46 KO 3 1 21 47 HC 2 Page 4 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 48 KK RSERV 49 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 50 KO 0 21 51 RS 1 ELEV 124.68 52 SV 0.04 9.84 187.2 257.36 300.9 347.92 381 .11 403.24 411 .54 439.2 53 SQ 0.0 6.0 12.21 22.88 24.97 26.95 29.12 34.77 35.08 35.69 54 SE 109.6 113.6 124.6 127.5 129.3 131.0 132.2 133.0 133.3 134.30 55 SS 133.35 50.00 2.7 1 .5 n r JV �)L 1VJ.W G.1V V.V V.J 57 KK OBSVD 58 KM OBSERVED OUTFLOW HYDROGRAPH AT SHELDRAKE RESERVOIR BASED 59 KM ON ALAN MASON'S DATA 60 IN 150 16MAY89 0800 61 QO 12.21 20.74 21.66 22.27 22.88 23.18 23.79 25.01 26.95 29.12 62 QO 34.77 35.08 35.08 35.08 35.08 35.01 35.01 34.77 34.77 34.65 63 QO 34.4 34.4 34.28 34.16 34.16 34.1 35.15 33.79 33.55 64 KK R5104 65 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO .JUNCTION OF 66 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 67 KO 0 0 21 68 RT 1 3 2 59 77 Page 5 SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT (V) ROUTING (--->) DIVERSION OR PIMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PIMPED FLOW 18 01 V V 28 01T02 33 02 43 02ADD2 V V 48 RSERV V V 64 RSTO4 (***) RUNOFF ALSO C(M'UTED AT THIS LOCATION Page 6 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: calib5.hcl ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/14/1991 TIME 15:01 :00 * * * * * * * ***************************************** *************************************** MODEL CALIBRATION - RUN #5B - INPUT FILE NAME: CALIBO5B.HC1 ********* Modified following CALIBO8.HC1 data ************* *** ERROR *** SPECIFIED S I AR I AM) EM) DA I ES RESUL l IN IOU MANY I IME. PERIODS 7 IO OUTPUT CONTROL VARIABLES IPRNI 1 PRINT CONTROL IPLOT 2 PLOT CONTROL ncr� p HYDROCRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 50 MINUTES IN COMPUTATION IN!EF:SAL TDATF 16MAY89 STARTING DATE ITIME 0400 STARTING TIME NO 300 NUARFR OF HYDROGRAPH ORDINATES NDDA I E 28MAY89 ENDING DATE NDTIME 1500 ENDING TIME ICENT 19 rEnm_RY MARK COMPUTATION INTERVAL 1.00 HOURS TOTAL TIME BASE 299.00 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** Page 7 * * 18 KK * 01 * BASIN #1 * * ************** DEFINITION OF BASIN #1 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, AND SCS DIMENSIONLESSUNIT GRAPH 21 KO OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT 1 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH TOUT 21 SAVE HYDROGRAPH ONwTHISI�\ UNIT T...NIV 1 FIRST `ORDINATE I'U'YVI IW OR ,.SANW 1.N\Y 1 ISAV2 300 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS SLBBASIN RUNOFF DATA 22 BA SUBBASIN CHARAC I ERISTICS TAREA 1.73 SUBBASIN AREA 23 BF RASE FLOW CHARACIERISIICS STRTQ 2.60 INITIAL FLOW QRCSN .00 BEGIN BASE FLOW RECESSION RCIOR 1.00000 RECESSION CUNSIANT PRECIPITATION DATA 24 PR RECORDING STATIONS 1 25 PW WEIGHTS 1.00 26 LS SCS LOSS RATE STRTL 50 TNTTTAI ABSTRACTION CRVIN R 80.00 CURVE NUMBER RTIMP 00 PERCENT IMPERVIOUS AREA 27 U3 SCS DIMENSIONLFSS U'iI T GRAPH TLAG .80 LAG PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT 1 3.69 .00 1.00 TEMPORAL DISTRIBUTIONS STATION 1, WEIGHT = 1.00 .02 .10 .46 .42 .12 .13 .38 .45 .07 .01 .13 .12 .13 .02 .00 .05 .04 .13 .19 .21 .29 .12 .00 .00 .00 .02 .02 .02 .04 UNIT HYDROGRAPH 6 END-OF-PERIOD ORDINATES Page 8 565. 399. 110. 31. 9. 2. *** *** *** *** *** HYDROGRAPH AT STATION 01 TOTAL RAINFALL = 3.69, TOTAL LOSS = 1.90, TOTAL EXCESS = 1.79 PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 299 00-HR (CFS) (HR) (CFS) 228. 8.00 131. 83. 30. 9. (INCHES) .707 1.776 1.953 2.480 (AC-FT) 65. 164. 180 229. CUMULATIVE AREA = 1.73 SQ MI *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 28 KK * O1TO2 * * * ************** ROUTING FLOW FROM BASIN #1 THRU CARPENTER POND DOWN TO JUST LPSTRE.^.I OF THE SHELDRAKE RESERVOIR (POINT 2) 31 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE TPNCH 0 PUNCH CQMPU I LI) HYDRQGP4PH IOU I 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED IS.AV2 300 LAST ORDINATE PLNCHEn nR SAVED T IMIN T 1.000 TIME INTERVAL IN HOURS HYDROGRAPH ROUTING DATA 32 RT TATUM OR STRADDLE-STAGGER ROUTING NSTPS 1 NUMBER OF TATUMI STEPS NSTDL 4 NUMBER OF ORDINATES TO BE AVERAGED LAG 3 NICER OF INTERVALS TO LAG HYDROGRAPH *** *********************************************************************************************************************************** HYDROGRAPH AT STATION 01T02 *********************************************************************************************************************************** * * * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW Page 9 * * * 16 MAY 0400 1 3. * 19 MAY 0700 76 3. * 22 MAY 1000 151 3. * 25 MAY 1300 226 3. 16 MAY 0500 2 3. * 19 MAY 0800 77 3. * 22 MAY 1100 152 3. * 25 MAY 1400 227 3. 16 MAY 0600 3 3. * 19 MAY 0900 78 3. * 22 MAY 1200 153 3. * 25 MAY 1500 228 3. 16 MAY 0700 4 3. * 19 MAY 1000 79 3. * 22 MAY 1300 154 3. * 25 MAY 1600 229 3. 16 MAY 0800 5 3. * 19 MAY 1100 80 3. * 22 MAY 1400 155 3. * 25 MAY 1700 230 3. 16 MAY 0900 6 3. * 19 MAY 1200 81 3. * 22 MAY 1500 156 3. * 25 MAY 1800 231 3. 16 MAY 1000 7 15. * 19 MAY 1300 82 3. * 22 MAY 1600 157 3. * 25 MAY 1900 232 3. 16 MAY 1100 8 28. * 19 MAY 1400 83 3. * 22 MAY 1700 158 3. * 25 MAY 2000 233 3. 16 MAY 1200 9 42. * 19 MAY 1500 84 3. * 22 MAY 1800 159 3 * 25 MAY 2100 234 3. 16 MAY 1300 10 73. * 19 MAY 1600 85 3. * 22 MAY 1900 160 3. * 25 MAY 2200 235 3. 16 MAY 1400 11 118. * 19 MAY 1700 86 3. * 22 MAY 2000 161 3. * 25 MAY 2300 236 3. 16 MAY 1500 12 142 * 199 MAYA1800 87 3. * 22 MAY 2100 162 3. * 26 MAY 0000 237 3 143. * 19 MAY 1900 W MAY MAY n 3 15 MAY 1,500 13J. * 22 MA l 2200 153 J T LV IV V,1 V 100 GJV J. 16 MAY 1700 14 127. * 19 MAY 2000 89 3. * 22 MAY 2300 164 3. * 26 MAY 0200 239 3. 16 MAY 1800 15 91. * 19 MAY 2100 90 3. * 23 MAY 0000 165 3. * 26 MAY 0300 240 3. 16 MAY 1900 16 77. * 19 MAY 2200 91 3. * 23 MAY 0100 166 3. * 26 MAY 0400 241 3. 16 MAY 2000 17 77. * 19 MAY 2300 92 3. * 23 MAY 0200 167 3. * 26 MAY 0500 242 3. 16 MAY 2100 18 65. * 20 MAY 0000 93 3. * 23 MAY 0300 168 3. * 26 MAY 0600 243 3. 16 MAY 2200 19 51. * 20 MAY 0100 94 3. * 23 MAY 0400 169 3. * 26 MAY 0700 244 3. 16 MAY 2300 20 35. * 20 MAY 0200 95 3. * 23 MAY 0500 170 3. * 26 MAY 0800 245 3. 17 MAY 0000 21 38. * 20 MAY 0300 96 3. * 23 MAY 0600 171 3. * 26 MAY 0900 246 3. 17 MAY 0100 22 64. * 20 MAY 0400 97 3. * 23 MAY 0700 172 3. * 26 MAY 1000 247 3. 17 MAY 0200 23 97. * 20 MAY 0500 98 3. * 23 MAY 0800 173 3. * 26 MAY 1100 248 3. 17 MAY 0300 24 142. * 20 MAY 0600 99 3. * 23 MAY 0900 174 3. * 26 MAY 1200 249 3. 17 MAY 0400 25 166. * 20 MAY 0700 100 3. * 23 MAY 1000 175 3. * 26 MAY 1300 250 3. 17 MAY 0500 26 153. * 20 MAY 0800 101 3. * 23 MAY 1100 176 3. * 26 MAY 1400 251 3. 17 MAY 0600 27 119. * 20 MAY 0900 102 3. * 23 MAY 1200 177 3. * 26 MAY 1500 252 3. 17 MAY 0700 28 58. * 20 MAY 1000 103 3. =t- 23 MAY 1300 17° 3 n25 :" Y 1500 253 3 1T MAY 0800 29 28. * 20 MAY 1100 104 3. * 23 MAY 1400 179 3. * 26 MAY 1/00 154 3. 17 MAY 0900 30 15. * 20 MAY 1200 105 3. * 23 MAY 1500 180 3. * 26 MAY 1800 255 3. 17 MAY 1000 31 14. * 20 MAY 1300 106 3. * 23 MAY 1500 181 3. * 26 MAY 1900 255 3. 17 MAY 1100 32 19. * 20 MAY 1400 107 3. * 23 MAY 1700 182 3. * 26 MAY 2000 257 3. 17 MAY 1200 33 21. * 20 MAY 1500 108 3. * 23 MAY 1800 183 3. * 26 MAY 2100 258 3. 17 MAY 13nn 34 18. * 20 MAY 1500 Ino 3 23 MAY 1Q0° 11=14 3 * 26 MaAY 29(10 959 3 17 MAY 1400 35 14. * 20 MAY 1700 110 3. * 23 MAY 2000 185 3. * 26 MAY 2300 260 3. 17 MAY 1500 36 8. * 20 MAY 1800 111 3. * 23 MAY 2100 186 3 * 27 MAY 0000 261 3 17 MAY 1600 37 4. * 20 MAY 1900 112 3. * 23 MAY 2200 187 3 * 27 MAY 010n 252 3 17 MAY 1700 38 3. * 20 MAY 2000 113 3. * 23 MAY 2300 188 3. * 27 MAY 0200 263 3. 17 MAY 1800 39 3. * 20 MAY 2100 114 3. * 24 MAY 0000 189 3. * 27 MAY 0300 264 3. 17 MAY 1900 40 3. * 20 MAY 2200 115 3. * 24 MAY 0100 190 3. * 27 MAY 0400 265 3. 17 MAY 2000 41 3. * 20 MAY 2300 116 3. * 24 MAY 0200 191 3. * 27 MAY 0500 266 3. 17 MAY 2100 42 3. * 21 MAY 0000 117 3. * 24 MAY 0300 192 3. * 27 MAY 0600 267 3. 17 MAY 2200 43 3. * 21 MAY 0100 118 3. * 24 MAY 0400 193 3. * 27 MAY 0700 268 3. 17 MAY 2300 44 3. * 21 MAY 0200 119 3. * 24 MAY 0500 194 3. * 27 MAY 0800 269 3. 18 MAY 0000 45 3. * 21 MAY 0300 120 3. * 24 MAY 0600 195 3. * 27 MAY 0900 270 3. 18 MAY 0100 46 3. * 21 MAY 0400 121 3. * 24 MAY 0700 196 3. * 27 MAY 1000 271 3. 18 MAY 0200 47 3. * 21 MAY 0500 122 3. * 24 MAY 0800 197 3. * 27 MAY 1100 272 3. 18 MAY 0300 48 3. * 21 MAY 0600 123 3. * 24 MAY 0900 198 3. * 27 MAY 1200 273 3. 18 MAY 0400 49 3. * 21 MAY 0700 124 3. * 24 MAY 1000 199 3. * 27 MAY 1300 274 3. 18 MAY 0500 50 3. * 21 MAY 0800 125 3. * 24 MAY 1100 200 3. * 27 MAY 1400 275 3. 18 MAY 0600 51 3. * 21 MAY 0900 126 3. * 24 MAY 1200 201 3. * 27 MAY 1500 276 3. 18 MAY 0700 52 3. * 21 MAY 1000 127 3. * 24 MAY 1300 202 3. * 27 MAY 1600 277 3. 18 MAY 0800 53 3. * 21 MAY 1100 128 3. * 24 MAY 1400 203 3. * 27 MAY 1700 278 3. 18 MAY 0900 54 3. * 21 MAY 1200 129 3. * 24 MAY 1500 204 3. * 27 MAY 1800 279 3. 18 MAY 1000 55 3. * 21 MAY 1300 130 3. * 24 MAY 1600 205 3. * 27 MAY 1900 280 3. 18 MAY 1100 56 3. * 21 MAY 1400 131 3. * 24 MAY 1700 206 3. * 27 MAY 2000 281 3. Page 10 18 MAY 1200 57 3. * 21 MAY 1500 132 3. * 24 MAY 1800 207 3. * 27 MAY 2100 282 3. 18 MAY 1300 58 3. * 21 MAY 1600 133 3. * 24 MAY 1900 208 3. * 27 MAY 2200 283 3. 18 MAY 1400 59 3. * 21 MAY 1700 134 3. * 24 MAY 2000 209 3. * 27 MAY 2300 284 3. 18 MAY 1500 60 3. * 21 MAY 1800 135 3. * 24 MAY 2100 210 3. * 28 MAY 0000 285 3. 18 MAY 1600 61 3. * 21 MAY 1900 136 3. * 24 MAY 2200 211 3. * 28 MAY 0100 286 3. 18 MAY 1700 62 3. * 21 MAY 2000 137 3. * 24 MAY 2300 212 3. * 28 MAY 0200 287 3. 18 MAY 1800 63 3. * 21 MAY 2100 138 3. * 25 MAY 0000 213 3. * 28 MAY 0300 288 3. 18 MAY 1900 64 3. * 21 MAY 2200 139 3. * 25 MAY 0100 214 3. * 28 MAY 0400 289 3. 18 MAY 2000 65 3. * 21 MAY 2300 140 3. * 25 MAY 0200 215 3. * 28 MAY 0500 290 3. 18 MAY 2100 66 3. * 22 MAY 0000 141 3. * 25 MAY 0300 216 3. * 28 MAY 0600 291 3. 18 MAY 2200 67 3. * 22 MAY 0100 142 3. * 25 MAY 0400 217 3. * 28 MAY 0700 292 3. 18 MAY 2300 68 3. * 22 MAY 0200 143 3. * 25 MAY 0500 218 3. * 28 MAY 0800 293 3. 19 MAY 0000 69 3. * 22 MAY 0300 144 3 * 25 MAY 0600 219 3. * 28 MAY 0900 294 3. 19 MAY 0100 70 3. * 22 MAY 0400 145 3. * 25 MAY 0700 220 3. * 23 MAY 1000 295 3. 19 MAY 0200 71 3. * 22 MAY 0500 146 3. * 25 MAY 0800 221 3. * 28 MAY 1100 296 3. 19 MAY 0300 72 3. * 22 MAY 0600 147 3. * 25 MAY 0900 222 3. * 28 MAY 1200 297 3. 19 MAY 0400 73 3. * 22 MAY 0700 148 3. * 25 MAY 1000 223 3. * 28 MAY 1300 298 3. 19 MAY 0500 74 3. * 22 MAY 0800 149 3. * 25 MAY 1100 224 3. * 28 MAY 1400 299 3. 19 MAY 0600 75 3. * 22 MAY 0900 150 3. * 25 MAY 1200 225 3. * 28 MAY 1500 300 3. * * * *********************************************************************************************************************************** PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 299 00-HR (CFS) (HR) ((CFS)) 166. 24.00 124. 82. 30. 9. (INCHES) .666 1.768 1.953 2.480 (AC-FI)) 61. 163. 180. 229. CLMULATIVE AREA = 1.73 Sq MI Page 11 STATION 01T02 (I) INFLOW, (0) OUTFLOW O. 40. 80. 120. 160. 200. 240. O. O. O. 0. O. 0. DAHRMN PER 160400 1.I . . 160500 2.I . 160600 3.I 160700 4.I . . 160800 5.0 . I . . 160900 6.0 . I . . . . . . . . . . 161000 7. 0 . I . . 161100 8. 0 _._ I 161200 9. i 161300 10. 0 . I . . 161400 11 I 0 161500 12. I . I 00 161600 13. . 161700 14. I 0 161800 15. . I 0 . . 161900 16. I 0. ' 162000 17. I 0i . . . . . . . . 162100 18. I. 0 . 162200 19. 0 I . . . . . 162300 20. 0. i . 170000 21 0 I 170100 22. 0 . 170200 23. . 0 . I . 170300 21. I . 0 . 170400 25. I . 0 . 170500 26. I . 0 • 170600 27. I0 . 170700 28. I0 170800 29. I 0 . • . 170900 30. 0 I . . 171000 3i OI 171100 32. I 0 . . . 171200 33.I 0 . . 171300 34.1 0 . . . . 171400 35.I 0 . 171500 36.I0 . . 171600 37.I . . 171700 38.I . . 171800 39.1 . . . . . 171900 40.I . . 172000 41 I . 172100 42.I . 172200 43.I . 172300 44.1 . 180000 45.I • 180100 46.IS 180200 47.I . 180300 48.I . 180400 49.I 180500 50.I 180600 51 I 180700 52.I . Page 12 180800 53.1 . 180900 54.I ••••• • 181000 55.I •••••••• 181100 56.1 •• 181200 57.I ••••• 181300 58.I •••••• 181400 59.I • • 181500 60.I ••••••• 181600 61 I 181700 62.I •• 181800 63.I • . 181900 64.I ••••• 182000 65 I 182100 00.1 • 182200 67.1 ' • 182300 68.1 ' 190000 69.I ••• • 190100 70.I . . • 190200 71 I 190300 72.I • 190400 73.1 . 190500 74.1 •. 190600 75.I . . 190700 76 I 190800 77.I . 190900 78.I . . 191000 79.1 •• 191100 80.I . . • 191200 81 I 191300 82.I • •• 191400 83.I . 191500 84.I . 191600 85.1 . 191700 86.I . . 19 8 87 I . 191900 88.1 ' 192000 89.I . • 192100 90.I . 192200 91 I • 192300 92.I . . 200000 93.I ••• 200100 94.I . 200200 95.I . 200300 95.I . 200400 97.I . • 200500 98.I . • 200600 99.I . 200700 100.1 . 200800 101 I 200900 102.1 . 201000 103.I . . 201100 104.2 ' 201200 105.I . 201300 106.2 . • 201400 107.I • 201500 108.I . . 201600 109.I • • Page 13 201700 110.I •••••• 201800 111 I 201900 112.I ••••••• 202000 113.I •••• 202100 114.I •••••••• 202200 115.I ••••••••• 202300 116.I . •• 210000 117.1 ••••••• 210100 118.1 ••••• 210200 119.I • 210300 120.1 •••• 210400 121 I 210500 122.I • 210500 123.I •••••• 210700 124.I •••••• 210800 125.I ••••• 210900 126.I ••• 211000 127.I ••• •• 211100 128.I . 211200 129.1 •••• 211300 130.I •••• • 211400 131 I 211500 132.1 ••••• 211600 133.1 •• 211700 134.I . 211800 135.1 . 211900 136.1 •• 212000 137.I ••• 212100 138.1 •••• • 212200 139.1 . 212300 140.1 •••••• 220000 141 I • 220100 142.I • 220200 143.1 ••••• • 220300 144.1 . 220400 145.1 •••• • 220500 146.I • 220600 147 I • • • 220700 148.1 ••• • 220300 149.I •••• • 220900 150.1 ••••• 221000 151 I 221100 152.1 • 221200 153.I - . 221300 154.I • - • . • 221400 155.I . • • 221500 156.I ••• 221600 157.2 . • 221700 158.1 ' 221800 159.I - 5 . 221900 160.1 5 5 5 5 5 222000 161 I 222100 162.I . • 222200 163.I S 222300 164.I - . 230000 165.1 0 • 230100 166.I 5 Page 14 230200 167.I . 230300 168.1 . 230400 169.I . 230500 170.I . 230600 171 I 230700 172.I . 230800 173.I . . 230900 174.I . 231000 175.I . 231100 176 I . 231200 177.1 . 231300 178.I . 231400 179.I 231500 100.1 . 231600 181 I 231700 182.1 . 231800 183.1 . • 231900 184.I . • 232000 185.I . 232100 186.I 232200 187.I ' 232300 188.I • 240000 189.I . • 240100 190.1 . . 240200 191 I 240300 192.I 240400 193.1 . 240500 194.I . 240600 195.1 . . 240700 196.1 240800 197.I • 240900 198.1 • • 241000 199.1 • 241100 200.10 0 0 • 241200 201.I. . . . . . . . . . . . . . . . . . . . 241300 202.1 . • • 241400 203 I 241500 204.I . • 241600 205.1 . 241700 206.1 . • 241800 207.I . . • 241900 208.I 242000 209.I 0 242100 210.1 . . 0 242200 211 I 242300 212.I 0 0 250000 213.I . 250100 214.I - . • • 250200 215.1 • • 250300 216.1 . • . . • • • 250400 217.1 0 • - • • 250500 218.I . • 250600 219.I - . • 250700 220.I0 0 0 • • 250800 221.I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250900 222.1 • 251000 223.I . . . Page 15 • 251100 224.I • 251200 225.I •• • 251300 226.I . . 251400 227.I . . 251500 228.I •••• • 251600 229.I ••• 251700 230.1 •• • 251800 231 I 251900 232.I . ' • 252000 233.I • 252100 234.I ••• 252200 235.I •• • 252300 236.2 • • 260000 237.1 • 260100 238.I • • • 260200 239.I • 260300 240.I • 260400 241 I • 260500 242.I 260600 243.I . 260700 244.I • • 260800 245.I • 260900 245.2 261000 247.I 261100 248.2 • . • • 261200 249.2 261300 250.1 • 261400 251 I 261500 252.I . 261600 253.I 261700 254.I • . 261800 255.1 - " 261900 256.1 262000 257.I 262100 258.1 262200 259.11 - 262300 260.I • 270000 261.I. . . . . . . . . . . • 270100 262.1 - . . 270200 263.I - 270300 264.I . S " 270400 265.I . 270500 265.I . 270600 267.1 - - . , 270700 268.I - • 270800 269.I . 270900 270.I - S 271000 271 I 271100 272.I . S . 271200 273.I ' 271300 274.1 - ' 271400 275.1 5 S . S 271500 276.1 - 5 . 271600 277.2 . - - 271700 278.I . 271800 279.1 . • 271900 280.1 . Page 16 272000 281 I 272100 282.I . . • 272200 283.I . . 272300 284.2 • 280000 285.I . . 280100 286.I . . 280200 287.I • •• 280300 288.I . S . . 280400 289.I S 280500 290 I • ••• 280600 291 I . 280700 292.I . ' 280800 293.I . 280900 294.I . • 281000 295.I . . S 281100 296.I . S S 281200 297.I . . 281300 298.I . •••• 281400 299.I . 5 281500 300.2 S S ' Page 17 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 33 KK * 02 * BASIN #2 * * ************** DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, AND SCS DIMENSIONLESS UNIT GRAPH 36 KO OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT 1 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 300 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS SUUBASIN RUNOFF DATA 37 BA S'BB SI^: CCHARAC I HISTICS TAREA 1.28 SUBBASIN AREA 38 BF BASE FLOW CHARACIEHISTICS STRTQ 1.92 INITIAL FLOW QRCSN .00 BEGIN BASE FLOW RECESSION RTIOR 1 .00000 RECESSION CONSTANT PRECIPITATION DATA 39 PR RECORDING STATIONS 1 40 PW WEIGHTS 1.00 41 LS SCS LOSS RATE STRTL .53 INITIAL ABSTRACTION CRVNBR 79.00 CURVE NUMBER RTIMP .00 PERCENT IMPERVIOUS AREA 42 UD SCS DIMENSIONLESS UNITGRAPH3 G PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT 1 3.69 .00 1.00 TEMPORAL DISTRIBUTIONS Page 18 STATION 1, WEIGHT = 1.00 .02 .10 .46 .42 .12 .13 .38 .45 .07 .01 .13 .12 .13 .02 .00 .05 .04 .13 .19 .21 .29 .12 .00 .00 .00 .02 .02 .02 .04 UNIT HYDROGRAPH 5 EJND-OF-PERIOD ORDINATES 614. 172. 34. 7. 0. *** *** *** *** *** HYDROGRAPH AT STATION 02 TOTAL RAINFALL = 3.69, TOTAL LOSS = 1.97, TOTAL EXCESS = 1.71 PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 299.00-HR (CFS) (HR) (CFS)) 185. 8.00 98. 59. 22. 7. (INCHES) .712 1.708 1.879 2.407 (AC-I-I)) 49. 117. 128. 164. CUMULATIVE AREA = 1.28 SQ MI *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 43 KK * 02ADD2 * * * ADD H DROGRAPH OF BASIN {{2 TO HYDROGRAPH ROUTED D FROK BASIN #1 TO POINT 2 OPOINT 2 (JUST UPSTREAM OF SHELDRAKE RESERVOIR) 46 KO OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT 1 PLOT CONTROL GISCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 300 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS 47 HC HYDROGRAPH COMBINATION ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE *** *** *** *** *** *** HYDROGRAPH AT STATION 02ADD2 Page 19 PEAK FLOW TIME MAXIMUv1 AVERAGE FLOW 6-HR 24-HR 72-HR 299.00-HR (CFS) (HR) (CFS) 233. 21.00 182. 140. 52. 16. (INCHES) .563 1.725 1.922 2.449 (AC-FT) 90. 277. 308. 393. CUMULATIVE AREA = 3.01 SQ MI *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 48 KK * RSERV * * * ************** ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 50 KO OUTPUT CONTROL VARIAR FS IPRNI 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 300 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS HYDROGRAPH ROUTING DATA 51 RS STORAGE ROUTING NSTPS 1 NUMBER OF S1 REACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 124.68 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 52 SV STORAGE .0 9.8 187.2 257.4 300.9 347.9 381.1 403.2 411.5 439.2 53 SQ DISCHARGE 0. 6. 12. 23. 25. 27. 29. 35. 35. 36. 54 SE ELEVATION 109.60 113.60 124.60 127.50 129.30 131.00 132.20 133.00 133.30 134.30 56 SL LOW-LEVEL OUTLET ELEVL 105.00 ELEVATION AT CENTER OF OUTLET CAREA 2.18 CROSS-SECTIONAL AREA COAL .60 COEFFICIENT EXPL .50 EXPONENT OF HEAD 55 SS SPILLWAY Page 20 CREL 133.35 SPILLWAY CREST ELEVATION SPWID 50.00 SPILLWAY WIDTH COQW 2.70 WEIR COEFFICIENT EXPW 1.50 EXPONENT OF HEAD *** COMPUTED STORAGE-OUTFLOW-ELEVATION DATA STORAGE .04 9.84 187.20 257,36 300.90 347.92 381 .11 403 24 411 .54 439 20 OUTFLOW .00 6.00 12.21 22.88 24.97 26.95 29.12 34.77 35.08 35.69 ELEVATION 109.60 113.60 124.60 127.50 129.30 131.00 132.20 133.00 133.30 134.30 *********************************************************************************************************************************** HYDROGRAPH AT STATION RSERV *********************************************************************************************************************************** * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * 16 MAY 0400 1 13. 189.1 124.7 * 20 MAY 0800 101 24. 285.8 128.7 * 24 MAY 1200 201 12. 179.5 124.1 16 MAY 0500 2 12. 188.5 124.7 * 20 MAY 0900 102 24. 285.2 128.7 * 24 MAY 1300 202 12. 179.0 124.1 16 MAY 0600 3 12. 187.8 124.6 * 20 MAY 1000 103 24. 283.6 128.6 * 24 MAY 1400 203 12. 178.4 124.1 16 MAY 0700 4 12. 187.2 124.6 * 20 MAY 1100 104 24. 281.9 128.5 * 24 MAY 1500 204 12. 177.8 124.0 16 MAY 0800 5 12. 188.4 124.6 * 20 MAY 1200 105 24. 280.3 128.4 * 24 MAY 1600 205 12. 177.2 124.0 16 MAY 0900 6 13. 190.9 124.8 * 20 MAY 1300 106 24. 278.7 128.4 * 24 MAY 1700 206 12. 176.6 123.9 16 MAY 1000 7 13. 193.5 124.9 * 20 MAY 1400 107 21 . 277.1 1283 * 24 MAY 1800 207 12. 175.0 123.9 16 MAY 1100 8 14. 200.6 125.2 * 20 MAY 1500 108 24. 275.5 128.3 * 24 MAY 1900 208 12. 175.4 123.9 16 MAY 1200 9 16. 214.7 125.7 * 20 MAY 1600 109 24. 273.9 128.2 * 24 MAY 2000 209 12. 174.8 123.8 16 MAY 1300 10 19. 228.8 126.3 * 20 MAY 1700 110 24. 272.4 128.1 * 24 MAY 2100 210 12. 174 .2 123.8 16 MAY 1400 11 20. 239.2 126.7 * 20 MAY 1.800 11.1 24. 270.8 128.1 * 24 MAY 2200 211 12. 173.6 123.8 16 MAY 1500 12 22. 251.5 127.3 * 20 MAY 1900 112 23. 269.2 128.0 * 24 MAY 2300 212 12. 173.0 123.7 15 MAY 1600 13 23 265.3 127.9 - 20 MAY 2000 113 23. 267 7 197.0 * 25 MAY nnnn 213 12. 172 4 123.7 16 MAY 1700 14 24. 281.1 128.5 * 20 MAY 2100 114 23. 266.1 127.9 * 25 MAY 0100 214 12. 171.8 -123.6 16 MAY 1800 15 25. 292.2 128.9 * 20 MAY 2200 115 23. 264 6 127.8 * 25 MAY 0200 215 12. 171 2 123 6 16 MAY 1900 16 25. 298 6 129.2 * 20 MAY 2300 116 23. 263.0 127.7 * 25 MAY 0300 216 12 170 6 123.6 16 MAY 2000 17 25. 304.2 129.4 * 21 MAY 0000 117 23. 261.5 127.7 * 25 MAY 0400 217 12. 170.0 123.5 16 MAY 2100 18 25. 310.0 129.6 * 21 MAY 0100 118 23. 259.9 127.6 * 25 MAY 0500 218 12. 139.5 123.5 16 MAY 2200 19 26. 316.3 129.9 * 21 MAY 0200 119 23. 258.4 127.5 * 25 MAY 0600 219 12. 168.9 123.5 16 MAY 2300 20 26. 324.6 130.2 * 21 MAY 0300 120 23. 256.9 127.5 * 25 MAY 0700 220 12. 168.3 123.4 17 MAY 0000 21 26. 334.8 130.5 * 21 MAY 0400 121 23. 255.4 127.4 * 25 MAY 0800 221 12. 167.7 123.4 17 MAY 0100 22 27. 349.0 131.0 * 21 MAY 0500 122 22. 253.9 127.4 * 25 MAY 0900 222 12. 167.1 123.4 17 MAY 0200 23 28. 364.6 131.6 * 21 MAY 0600 123 22. 252.5 127.3 * 25 MAY 1000 223 11. 166.6 123.3 17 MAY 0300 24 29. 377.5 132.1 * 21 MAY 0700 124 22. 251.0 127.2 * 25 MAY 1100 224 11. 166.0 123.3 17 MAY 0400 25 31. 389.1 132.5 * 21 MAY 0800 125 22. 249.6 127.2 * 25 MAY 1200 225 11. 165.4 123.2 17 MAY 0500 26 34. 400.0 132.9 * 21 MAY 0900 126 21. 248.2 127.1 * 25 MAY 1300 226 11. 164.8 123.2 17 MAY 0600 27 35. 408.9 133.2 * 21 MAY 1000 127 21. 246.8 127.1 * 25 MAY 1400 227 11. 164.3 123.2 17 MAY 0700 28 35. 414.7 133.4 * 21 MAY 1100 128 21 . 245.4 127.0 * 25 MAY 1500 228 11. 1b3.7 123.1 17 MAY 0800 29 35. 417.0 133.5 * 21 MAY 1200 129 21. 244.0 126.9 * 25 MAY 1600 229 11. 163.1 123.1 17 MAY 0900 30 35. 417.4 133.5 * 21 MAY 1300 130 21. 242.7 126.9 * 25 MAY 1700 230 11. 162.6 123.1 17 MAY 1000 31 35. 417.1 133.5 * 21 MAY 1400 131 20. 241.4 126.8 * 25 MAY 1800 231 11. 162.0 123.0 17 MAY 1100 32 35. 416.0 133.5 * 21 MAY 1500 132 20. 240.1 126.8 * 25 MAY 1900 232 11. 161 .4 123.0 17 MAY 1200 33 35. 415.0 133.4 * 21 MAY 1600 133 20. 238.8 126.7 * 25 MAY 2000 233 11 . 160.9 123.0 17 MAY 1300 34 35. 413.8 133.4 * 21 MAY 1700 134 20. 237.5 126.7 * 25 MAY 2100 234 11. 160.3 122.9 17 MAY 1400 35 35. 412.5 133.3 * 21 MAY 1800 135 20. 236.2 126.6 * 25 MAY 2200 235 11 . 159.8 122.9 Page 21 17 MAY 1500 36 35. 410.6 133.3 * 21 MAY 1900 136 19. 235.0 126.6 * 25 MAY 2300 236 11. 159.2 122.9 17 MAY 1600 37 35. 408.4 133.2 * 21 MAY 2000 137 19. 233.8 126.5 * 26 MAY 0000 237 11. 158.6 122.8 17 MAY 1700 38 35. 406.0 133.1 * 21 MAY 2100 138 19. 232.5 126.5 * 26 MAY 0100 238 11. 158.1 122.8 17 MAY 1800 39 35. 403.5 133.0 * 21 MAY 2200 139 19. 231.3 126.4 * 26 MAY 0200 239 11. 157.5 122.8 17 MAY 1900 40 34. 401.0 132.9 * 21 MAY 2300 140 19. 230.2 126.4 * 26 MAY 0300 240 11. 157.0 122.7 17 MAY 2000 41 34. 398.6 132.8 * 22 MAY 0000 141 19. 229.0 126.3 * 26 MAY 0400 241 11. 156.4 122.7 17 MAY 2100 42 33. 396.2 132.7 * 22 MAY 0100 142 18. 227.8 126.3 * 26 MAY 0500 242 11 . 155.9 122.7 17 MAY 2200 43 32. 393.9 132.7 * 22 MAY 0200 143 18. 226.7 126.2 * 26 MAY 0600 243 11. 155.4 122.6 17 MAY 2300 44 32. 391.6 132.6 * 22 MAY 0300 144 18. 225.6 126.2 * 26 MAY 0700 244 11. 154.8 122.6 18 MAY 0000 45 31. 389.4 132.5 * 22 MAY 0400 145 18. 224.5 126.1 * 26 MAY 0800 245 11 . 154 3 122.6 18 MAY 0100 46 31. 387.2 132.4 * 22 MAY 0500 146 18. 223.4 126.1 * 26 MAY 0900 246 11. 153.7 122.5 18 MAY 0200 47 30. 385.0 132.3 * 22 MAY 0600 147 18. 222.3 126.1 * 26 MAY 1000 247 11. 153.2 122.5 18 MAY 0300 48 30. 382.9 132.3 * 22 MAY 0700 148 17. 221 .2 126.0 * 26 MAY 1100 248 11 . 152.7 122.5 18 MAY 0400 43 29. 380.9 132.2 * 22 MAY 0000 149 17. 220.2 125.0 * 25 MAY 1200 249 11. 152.1 122.4 18 MAY 0500 50 29. 378.9 132.1 * 22 MAY 0900 150 17. 219.1 125.9 * 26 MAY 1300 250 11. 151.6 122.4 18 MAY 0600 51 29. 376.9 132.0 * 22 MAY 1000 151 17. 218.1 125.9 * 26 MAY 1400 251 11. 151 .1 122.4 18 MAY 0700 52 29. 374.8 132.0 * 22 MAY 1100 152 17. 217.1 125.8 * 26 MAY 1500 252 11. 150.5 122.3 18 MAY 0800 53 29. 372.9 131.9 * 22 MAY 1200 153 17. 216.1 125.8 * 26 MAY 1600 253 11. 150.0 122.3 18 MAY 0900 54 28. 370.9 131.8 * 22 MAY 1300 154 16. 215.1 125.8 * 26 MAY 1700 254 11. 149.5 122.3 18 MAY 1000 55 28. 368.9 131.8 * 22 MAY 1400 155 16. 214.1 125.7 * 26 MAY 1800 255 11. 148.9 122.2 18 MAY 1100 56 28. 366.9 131.7 * 22 MAY 1500 156 16. 213.1 125.7 * 26 MAY 1900 256 11. 148.4 122.2 18 MAY 1200 57 28. 365.0 131.6 * 22 MAY 1600 157 16. 212.2 125.6 * 26 MAY 2000 257 11. 147.9 122.2 18 MAY 1300 58 28. 363.0 131.5 * 22 MAY 1700 158 16. 211.2 125.6 * 26 MAY 2100 258 11. 147.4 122.1 18 MAY 1400 59 28. 361.1 131 .5 * 22 MAY 1800 159 16. 210.3 125.6 * 26 MAY 2200 259 11 . 146.9 122.1 18 MAY 1500 60 28. 359.2 131.4 * 22 MAY 1900 160 16. 209.4 125.5 * 26 MAY 2300 260 11. 146.3 122.1 18 MAY 1600 61 28. 357.3 131.3 * 22 MAY 2000 151 15. 208.5 125.5 * 27 MAY 0000 261 11. 145.8 122.0 18 MAY 1700 62 27. 355.4 131.3 * 22 MAY 2100 162 15. 207.6 125.4 * 27 MAY 0100 262 11. 145.3 122.0 18 MAY 1800 63 27. 353.5 131.2 * 22 MAY 2200 163 15. 206.7 125.4 * 27 MAY 0200 263 11. 144.8 122.0 18 MAY 1900 54 27. 351.5 131.1 * 22 MAY 2300 154 15. 205.8 125.4 * 27 MAY 0300 264 11. 144.3 121.9 18 MAY 2000 65 27. 349.7 131 .1 * 23 MAY 0000 165 15. 2()4.9 125.3 * 27 MAY 0400 265 11. 143.8 121 .9 18 MAY 2100 66 27. 347.9 131.0 * 23 MAY 0100 166 15. 204.1 125.3 * 27 MAY 0500 266 11. 143.3 121.9 18 MAY '200 67 27. 345.0 130.9 * 23 MAY 0200 167 15. 203.2 125.3 27 MAY 0500 257 11. 142.7 121.8 18 MAY 7300 68 27. 344.2 130.9 * 23 MAY 0300 168 15. 202.4 1.25.2 * 27 MAY 0700 268 11 . 142.2 121 .8 19 MAY 0000 69 27. 342.3 130.8 * 23 MAY 0400 169 14. 201.6 125.2 * 27 MAY 0800 269 11. 141.7 121.8 19 MAY 0100 70 27. 340.5 130.7 * 23 MAY 0500 170 14. 200.8 125.2 * 27 MAY 0000 270 11 . 141 .9 121. 7 19 MAY 0200 71 27. 338.7 130.7 * 23 MAY 0600 171 14. 200.0 125.1 * 27 MAY 1000 271 11. 140.7 121 .7 19 MAY 0300 72 26. 336.9 130.6 * 23 MAY 0700 172 14. 199.2 125.1 * 27 MAY 1100 272 11 . 140 2 121 7 19 MAY 0400 73 26. 335.1 130.5 * 23 MAY 0800 173 14. 198.4 125.1 * 27 MAY 1200 273 11 . 139.7 121 .7 19 MAY 0500 74 26. 333.3 130.5 * 23 MAY 0900 174 14. 197.6 125.0 * 27 MAY 1300 274 11. 139.2 121 .6 19 MAY 0500 75 26. 331.5 130.4 * 23 MAY 1000 175 14. 196.9 125.0 * 27 MAY 1400 275 11. 138.7 121 .6 19 MAY 0700 76 26. 329.7 130.3 * 23 MAY 1100 176 14. 196.1 125.0 * 27 MAY 1500 276 10. 138.2 121.6 19 MAY 0800 77 26. 327.9 130.3 * 23 MAY 1200 177 13. 195.4 124.9 * 27 MAY 1600 277 10. 137.7 121.5 19 MAY 0900 78 26. 326.1 130.2 * 23 MAY 1300 178 13. 194.6 124.9 * 27 MAY 1700 278 10. 137.3 121.5 19 MAY 1000 79 26. 324.3 130.1 * 23 MAY 1400 179 13. 193.9 124.9 * 27 MAY 1800 279 10. 136.8 121.5 19 MAY 1100 80 26. 322.5 130.1 * 23 MAY 1500 180 13. 193.2 124.8 * 27 MAY 1900 280 10. 136.3 121.4 19 MAY 1200 81 26. 320.8 130.0 * 23 MAY 1500 181 13. 192.5 124.8 * 27 MAY 2000 281 10. 135.8 121.4 19 MAY 1300 82 26. 319.0 130.0 * 23 MAY 1700 182 13. 191.8 124.8 * 27 MAY 2100 282 10. 135.3 121 .4 19 MAY 1400 83 26. 317.3 129.9 * 23 MAY 1800 183 13. 191.1 124.8 * 27 MAY 2200 283 10. 134.8 121.4 19 MAY 1500 84 26. 315.5 129.8 * 23 MAY 1900 184 13. 190.4 124.7 * 27 MAY 2300 284 10. 134.3 121.3 19 MAY 1600 85 26. 313.8 129.8 * 23 MAY 2000 185 13. 189.7 124.7 * 28 MAY 0000 285 10. 133.9 121 .3 19 MAY 1700 86 25. 312.1 129.7 * 23 MAY 2100 186 12. 189.1 124.7 * 28 MAY 0100 286 10. 133.4 121.3 19 MAY 1800 87 25. 310.3 129.6 * 23 MAY 2200 187 12. 188.4 124.7 * 28 MAY 0200 287 10. 132.9 121.2 19 MAY 1900 88 25. 308.6 129.6 * 23 MAY 2300 188 12. 187.8 124.6 * 28 MAY 0300 288 10. 132.4 121.2 19 MAY 2000 89 25. 306.9 129.5 * 24 MAY 0000 189 12. 187.1 124.6 * 28 MAY 0400 289 10. 131.9 121.2 19 MAY 2100 90 25. 305.2 129.5 * 24 MAY 0100 190 12. 186.5 124.6 * 28 MAY 0500 290 10. 131 .5 121.1 19 MAY 2200 91 25. 303.5 129.4 * 24 MAY 0200 191 12. 185.9 124.5 * 28 MAY 0600 291 10. 131.0 121.1 19 MAY 2300 92 25. 301.8 129.3 * 24 MAY 0300 192 12. 185.2 124.5 * 28 MAY 0700 292 10. 130.5 121 .1 Page 22 20 MAY 0000 93 25. 300.1 129.3 * 24 MAY 0400 193 12. 184.6 124.4 * 28 MAY 0800 293 10. 130.0 121 .1 20 MAY 0100 94 25. 298.4 129.2 * 24 MAY 0500 194 12. 184.0 124.4 * 28 MAY 0900 294 10. 129.6 121.0 20 MAY 0200 95 25. 296.7 129.1 * 24 MAY 0600 195 12. 183.4 124.4 * 28 MAY 1000 295 10. 129.1 121.0 20 MAY 0300 96 25. 295.1 129.1 * 24 MAY 0700 196 12. 182.7 124.3 * 28 MAY 1100 296 10. 128.6 121.0 20 MAY 0400 97 25. 293.4 129.0 * 24 MAY 0800 197 12. 182.1 124.3 * 28 MAY 1200 297 10. 128.2 120.9 20 MAY 0500 98 25. 291.8 128.9 * 24 MAY 0900 198 12. 181.5 124.2 * 28 MAY 1300 298 10. 127.7 120.9 20 MAY 0600 99 24. 290.1 128.9 * 24 MAY 1000 199 12. 180.9 124.2 * 28 MAY 1400 299 10. 127.2 120.9 20 MAY 0700 100 24. 288.5 128.8 * 24 MAY 1100 200 12. 180.3 124.2 * 28 MAY 1500 300 10. 126.8 120.9 * * *********************************************************************************************************************************** PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 299.00-HR (CFS) (HR) ((Cf S)) 35. 29.00 35. 34. 29. 18. (INCHES) .109 .416 1.080 2.838 (AC-FI)) 17. 67. 173. 456. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 299.00-HR (AC-FT) (HR) 417. 29.00 416. 403. 363. 236. PEAK STAGE TIME MAXIMUu1 AVERAGE STAGE 6-HR 24-HR 72-HR 299.00-HR (EIS I) (viR) 133.51 29.00 133.47 132.99 131 .53 126.32 CURATIVE AREA = 3.01 SQ MI Page 23 STATION RSERV (I) INFLOW, (0) OUTFLOW O. 40. 80. 120. 160. 200. 240. O. O. 0. O. O. 0. (S) STORAGE O. O. 0. O. O. O. 100. 200. 300. 400. 500. O. O. DAHRMN PER 160400 1.I-0 . . . . . . S. . . . 160500 2.I 0 • . . S. . 160600 3.I 0 . . . S. . 160700 4.I 0 . . . . S. . . . 160800 5. 0 . I . . . . S. . . 160900 6. 0 I . . S. 161000 7. 0 . 1 . . . . . S. . . 161100 8. 0 . . . . . IS 161200 9. 0 . . . . . I . .S . 161300 10. 0 . . I . SS 161400 11 0 I 161500 12. 0 I. S 161600 13. 0 I . S . . 161700 14. 0 . I . . S . 161800 15. 0 I . . . . S. . . 161900 16. 0 . .I . . S . 162000 17. 0 . I . . . . . S 162100 18. 0 . . I . .S ' 162200 19. 0 . . I. . . . . . S . . 162300 20. 0 . . . I . . . . S . 170000 21 0 I S 170100 22. 0 . . . I . S . 170200 23. 0 . . . . I . . S . 170300 24. 0 . . . I . . S . 170400 25. 0 . . I . . . . S. . 170600 26 0 . I. S . 170600 27. 0. . I . . . .S . 170700 2R 0. I S 170800 29. 0.I . - . S 170900 30. OI . S 171000 31 I 0 S 171100 32. I 0. . . . S 171200 33. I 0. . 171300 34. I 0. . . . . . . . .S . . 171400 35. I 0. . . . . . . . .S . . 171500 36. I 0. - - .S . 171600 37.I 0. . .S . 171700 38.I 0. . . S . 171800 39.I 0. . S . 171900 40.I 0. . - S 172000 41 I 0 S 172100 42.I 0 . S . 172200 43.1 0 . S. 172300 44.I 0 . - S. . 180000 45.I 0 . . . S. . 180100 46.I 0 . . S. 180200 47.I 0 . - - S. 180300 48.I 0 . . S . . 180400 49.I 0 . . . . . . S . . 180500 50.I 0 . S . . Page 24 180600 51 I 0 S 180700 52.I 0 . . . . . S . 180800 53.I 0 . S . 180900 54.I 0 . S . 181000 55.I 0 S . 181100 56.I 0 . S 181200 57.I 0S 181300 58.I 0 . S . . 181400 59.I 0 . S . • 181500 60.I 0 S 181600 61 I 0 S 181700 62.I 0 . S . • 181800 63.I 0 S 101900 04.1 0 . . . . . . S 182000 65.I 0 . . . . . . S . . 182100 66.I 0 . . S 182200 67.I 0 . S 182300 68.I 0 . . . . S . . 190000 69.I 0 . . . . S . 190100 70.I 0 . . . . . S . 190200 71 I 0 S 190300 72.I 0 . . . . . . . . S . 190400 73.I 0 . S 190500 74.1 0 S 190600 75.I 0 . . . . . . . . S . 190700 76.I 0 . S 190800 77.I 0 . . . . . . S . 190900 78.1 0 . . . . . . . . S . 101000 79.I 0 . . . . . . . . S . . 191100 80.I 0 . . . S 191200 81 I 0 S 191300 82.I 0 . . . . . . S 191400 83.1 0s 191500 84.I 0S 191600 85 I 0 5 191700 86.1 0 . . . . . . . .5 . . 191800 87.1 0 .S 191900 88.I 0 S 192000 89.1 0 . . . . . . .S . 192100 90.1 0 . .S 192200 91 I 0 S 192300 92.I 0 . . . S . 200000 93.I 0 . . . . . . . S . 200100 94.I 0 . . . . . S . 200200 95.I 0 . . . . S . 200300 96.I 0 . . . . . S . . 200400 97.I 0 . S. 200500 98.I 0 . . S. . 200500 99.I 0 . S. 200700 100.I 0 . S. 200800 101 I 0 S 200900 102.I 0 . S. 201000 103.I 0 S . 201100 104.I 0 . . . . . . . S . . 201200 105.1 0 . S . . . 201300 106.I 0 . . . S . . . 201400 107.I 0 . . . . S Page 25 201500 108.I 0 S • . . 201600 109.I 0 . . . . . . S . 201700 110.I 0 . . . . S . 201800 111 I 0 S 201900 112.I 0 . . S . 202000 113.I 0 . . . . . . S . . 202100 114.I 0 . . . S . 202200 115.I 0 . . S . 202300 116.1 0 . . . S . 210000 117.I 0 . . S . 210100 118.1 0 . . . . . S . . 210200 119.1 0 . . . . . . S . . . 210300 120.1 0 S . 210400 121 I 0 S 210500 122.1 0 . . . . . . . S . . . 210600 123.1 0 . . S . . 210700 124.I 0 . . . S . 210800 125.I 0 . . . . . . . S . . . 210900 126.I 0 . . S . 211000 127.I 0 . . . . S . 211100 128.I 0 . . . . . . . S . . . 211200 129.1 0 S • 211300 130.1 0 . . . S . . 211400 131 I 0 S 211500 132.I 0 . . . S . 211600 133.1 0 . - - S . 211700 134.1 0 . . . S 211800 135.I 0 S . . . 211000 135.1 0 . . . . . . S . . . 212000 137.1 0 . . . S . 212100 138.I 0 . . - S . . 212200 139.1 0 . . . . . . . S - . 212300 140.1 0 . . . S . 220000 141 I 0 S 220100 142.1 0 . S . 220200 143.1 0 . . . . . . . S . . 220300 144.1 0 . . S 220400 145.1 0 . . . . 220500 146.1 0 . . - . . S . 220600 147.1 0 . . S . 220700 148.I 0 . . . S . 220800 149.I 0 . . . . . . . S . . . 220900 150.I 0 . . - - . S . 221000 151 I 0 S 221100 152.1 0 . • - . . S . . 221200 153.1 0 . - . . S . . . 221300 154.I 0 ' S . 221400 155.1 0 . . .S . 221500 156.1 0 . .S . 221600 157.1 0 .S . 221700 158.1 0 . - .S . 221800 159.I 0 . . .S . 221900 160.1 0 . . . . . . .S . . 222000 161 I 0 S 222100 162.I 0 . . . . .S . 222200 163.1 0 . . . .S . . 222300 164.1 0 . . . . .S . . . Page 26 230000 165.I 0S 230100 166.I 0S 230200 167.1 0S • 230300 168.I 0S . 230400 169.I 0S • . 230500 170.1 0S • 230600 171 I 0 S 230700 172.I 0S . 230800 173.I 0S • . 230900 174.1 0S 231000 175.1 0S . 231100 176.1 0S • . 231200 177.I 0 • S 231300 178.1 C • S 231400 179.1 0S. • . 231500 180.I 0 • S. . 231600 181 I 0 S 231700 182.1 0S' . 231800 183.2 0S. . 231900 184.I 0S. 232000 185.I 0S. . 232100 186.1 0S' • . 232200 187.2 0S. . 232300 188.1 0S. 240000 189.I 0 • S• 240100 190.1 0S. . 240200 191 1 0 S 240300 192.I 0 • 240400 1931 0 SS. 240500 194.1 0S . 240600 195.I 0S 240700 195.1 0S 240800 197.1 0S 240900 198.I 0S 241000 1oo.r n 241100 200.1 0S . . 241200 201 I 0 S 241300 202.1 0S 241400 203.1 0S . 241500 204.1 0S 241600 205.1 0S . . 241700 206.I 0S . . 241800 207.I 0S . . 241900 208.1 0S " . 242000 209.2 0 S . 242100 210.1 0S . 242200 211 I 0 S 242300 212.I 0S . 250000 213.I 0S . 250100 214.I 0S 250200 215.1 0S . 250300 216.1 0S . 250400 217.I 0S . 250500 218.1 0 S . 250600 219.I 0 S 250700 220.1 0S 250800 221.I.0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .S. . . . . . . . . . . . . . . . . . . . Page 27 250900 222.I 0S . . 251000 223.I 0S . . 251100 224.I 0 . S 251200 225.I 0 . . . S . 251300 226.I 0 . . . . S . . . 251400 227.I 0S . 251500 228.I 0S . 251600 229.I 0S . 251700 230.I 0S . 251800 231 I 0 S 251900 232.I 0S 252000 233.I 0S 252100 234 I 0S 252200 233.1 0S . 252300 236.I 0S . 260000 237.I 0S . 260100 238.I 0S . . 260200 239.1 0S . 260300 240.I 0S . 260400 241 I 0 S 260500 242.I 0S . . 260600 243.I 0S . . 260700 244.I 0 S 260800 245.1 0S 260900 246.I 0S . 261000 247.I 0S . 261100 248.1 0S 261200 249.1 0S . 251300 250.I 0S 261400 251 I 0 S 261500 252.I 0S . 251500 253.I 0S . 261700 254.1 0S 261800 255.1 00 S 26,900 256.1 0c 262000 257.11 0S . . . 262100 258.1 0S 262200 259.1 0S 262300 260.I 0S 270000 261 I 0 S 270100 262.I 0S 270200 263.I 0 S 270300 264.I 0S S . 270400 265.I 0S S . 270500 266.I 0S . 270600 267.1 0S . 270700 268.I 0S S 270800 269.1 0S S 270900 270.1 0S . 271000 271 I 0 S 271100 272.I 0S . 271200 273.I 0S S . 271300 274.1 0S S 271400 275.I 0 . S 271500 276.I 0S . 271600 277.I 0S 5 S • 271700 278.I 0 5 S Page 28 271800 279.I 0S 271900 280.I 0 . S . 272000 281 I 0 S 272100 282.I 0 . S . 272200 283.2 0 . S . 272300 284.2 0 . S . 280000 285.I 0 . S 280100 286.2 0 . S . 280200 287.I 0 . S . 280300 288.1 0S 280400 289.1 0 . S • 280500 290.I 0 . S 0 280600 291 I 0 S 230700 292.1 0 . . 280800 293.I 0 . S . 280900 294.I 0S . 281000 295.I 0S • 281100 296.I 0S . 281200 297.I 0S 281300 298.I 0 . S . 281400 299.I 0S • 281500 300.I-0S . Page 29 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 57 KK * OBSVD * * * ************** OBSERVED OUTFLOW HYDROGRAPH AT SHELDRAKE RESERVOIR BASED ON ALAN MASON'S DATA 60 IN TIME DATA FOR INPUT TIME SERIES J)OvlIN 150 TIME INTERVAL IN MINUTES JXDATE 16MAY89 STARTING DATE JXTIME 800 STARTING TIME *** ************************************************************************************************************************ * COMPARISON OF COMPUTED AND OBSERVED HYDRUCRAf'FIS *T*-x*******T*m**********T****T******T*****************T********x********x**T**T*****T*******T****T****T**T****:r-=r*T*T:r::*r * * * TIME TO LAG * * SUM OF EQUIV MEAN CENTER C.M. TO PEAK TIME OF * * FLOWS DEPTH FLOW OF MASS C.M. FLOW PEAK * * COMPU1ED HYDROGRAPH 5523 2.844 18. 120.09 120.09 35 29 00 * OBSERVED HYDROGRAPH 9776. 5.033 33. 154.80 154.80 35. 69.00 * * DIFFERENCE -4253. -2.189 -14. -34.71 -34 71 O. -40 * PERCENT DIFFERENCE -43.50 -22.42 .17 * M * STANDARD ERROR 17. AVERAGE ABSOLUTE ERROR 15. * OBJECTIVE FUNCTION 17. AVERAGE PERCENT ABSOLUTE ERROR 43.51 * * * HYDROGRAPH AT STATION OBSVD *********************************************************************************************************************************** * * DA MON HRMN ORD COMP Q OBS Q RESIDUL * DA MON HRMN ORD COMP Q OBS Q RESIDUL * DA MON HRMN ORD COMP Q OBS Q RESIDUL * * 16 MAY 0400 1 13. 12. O. * 20 MAY 0800 101 24. 34. -9. * 24 MAY 1200 201 12. 34. -22. 16 MAY 0500 2 12. 12. O. * 20 MAY 0900 102 24. 34. -9. * 24 MAY 1300 202 12. 34. -22. 16 MAY 0600 3 12. 12. O. * 20 MAY 1000 103 24. 34. -9. * 24 MAY 1400 203 12. 34. -22. 16 MAY 0700 4 12. 12. O. * 20 MAY 1100 104 24. 34. -9. * 24 MAY 1500 204 12. 34. -22. Page 30 16 MAY 0800 5 12. 12. 0. * 20 MAY 1200 105 24. 34. -10. * 24 MAY 1600 205 12. 34. -22. 16 MAY 0900 6 13. 16. -3. * 20 MAY 1300 106 24. 34. -10. * 24 MAY 1700 206 12. 34. -22. 16 MAY 1000 7 13. 19. -6. * 20 MAY 1400 107 24. 34. -10. * 24 MAY 1800 207 12. 34. -22. 16 MAY 1100 8 14. 21. -7. * 20 MAY 1500 108 24. 34. -10. * 24 MAY 1900 208 12. 34. -22. 16 MAY 1200 9 16. 21. -5. * 20 MAY 1600 109 24. 34. -10. * 24 MAY 2000 209 12. 34. -22. 16 MAY 1300 10 19. 22. -3. * 20 MAY 1700 110 24. 34. -10. * 24 MAY 2100 210 12. 34. -22. 16 MAY 1400 11 20. 22. -2. * 20 MAY 1800 111 24. 34. -10. * 24 MAY 2200 211 12. 34 -22. 16 MAY 1500 12 22. 22. 0. * 20 MAY 1900 112 23. 34. -10. * 24 MAY 2300 212 12. 34. -22. 16 MAY 1600 13 23. 22. 1. * 20 MAY 2000 113 23. 34. -10. * 25 MAY 0000 213 12. 34. -22. 16 MAY 1700 14 24 23 1 . * 20 MAY 2100 114 23. 34 -10 * 25 MAY 0100 214 12. 34 -22. 16 MAY 1800 15 25. 23. 2. * 20 MAY 2200 115 23. 34. -10. * 25 MAY 0200 215 12. 34. -22. 16 MAY 1900 16 25. 23. 2. * 20 MAY 2300 116 23. 34. -10. * 25 MAY 0300 216 12. 34. -22. 16 MAY 2000 17 25. 23. 2. * 21 MAY 0000 117 23. 34. -10. * 25 MAY 0400 217 12 34 -22. 10 MAY 2100 18 25. 23. 2. * 21 MAY 0100 118 23. 3+. -11. * 25 MAY 0500 218 12. -22. 16 MAY 2200 19 26. 24. 2. * 21 MAY 0200 119 23. 34. -11. * 25 MAY 0600 219 12. 34. -22. 16 MAY 2300 20 26. 24. 2. * 21 MAY 0300 120 23. 34. -11. * 25 MAY 0700 220 12. 34. -22. 17 MAY 0000 21 26. 24. 2. * 21 MAY 0400 121 23. 34. -11. * 25 MAY 0800 221 12. 34. -22. 17 MAY 0100 22 27. 25. 2. * 21 MAY 0500 122 22. 34. -11. * 25 MAY 0900 222 12. 34. -22. 17 MAY 0200 23 28. 25. 3. * 21 MAY 0600 123 22. 34. -11. * 25 MAY 1000 223 11 . 34. -22. 17 MAY 0300 24 29. 26. 3. * 21 MAY 0700 124 22. 34. -12. * 25 MAY 1100 224 11. 34. -22. 17 MAY 0400 25 31. 27. 4. * 21 MAY 0800 125 22. 34. -12. * 25 MAY 1200 225 11. 34. -22. 17 MAY 0500 26 34. 28. 6. * 21 MAY 0900 126 21. 34. -12. * 25 MAY 1300 226 11 . 34. -22. 17 MAY 0600 27 35. 29. 6. * 21 MAY 1000 127 21. 34. -12. * 25 MAY 1400 227 11. 34. -22. 17 MAY 0700 28 35. 30. 5. * 21 MAY 1100 128 21 34. -12. * 25 MAY 1500 228 11 . 34. -22 17 MAY 0800 29 35. 33. 3. * 21 MAY 1200 129 21. 34. -13. * 25 MAY 1600 229 11. 34. -22. 17 MAY 0900 30 35. 35. 0. * 21 MAY 1300 130 21. 34. -13. * 25 MAY 1700 230 11. 34. -22. 17 MAY 1000 31 35. 35. 0. * 21 MAY 1400 131 20. 34. -13. * 25 MAY 1800 231 11 . 34. -22. 17 MAY 1100 32 35. 35. 0. * 21 MAY 1500 132 20. 34. -13. * 25 MAY 1900 232 11. 34. -22. 17 MAY 1200 33 35. 35. 0. * 21 MAY 1600 133 20. 31 13 * 25 MAY 2000 233 11. 31 22. 17 MAY 1300 34 35. 35. 0. * 21 MAY 1700 134 20. 34. -14. * `25 MAY 2100 234 11. 34. -22. 17 MAY 1400 35 35. 35. 0. * 21 MAY 1800 135 20. 34. -14. * 25 MAY 2200 235 11. 34. -22. 17 MAY 1500 36 35. 35. 0. * 21 MAY 1900 136 19. 34. -14. * 25 MAY 2300 236 11. 34. 22 17 MAY 1600 37 35. 35. 0. * 21 MAY 2000 137 19. 34. -14. * 26 MAY 0000 237 7.1 . 34 -22 17 MAY 1700 38 35. 35. 0. * 21 MAY 2100 138 19. 34. -14. * 26 MAY 0100 238 11. 34. -22. 17 MAY 1900 39 35 35. 0. w 21 MAY 2200 139 19. 334 -15. 26 MAY 0200 239 11 34 -92 17 MAY 1900 40 34. 35. -1. * 21 MAY 2300 140 19. 34. -15. * 26 MAY 0300 240 11. 34. -22. 17 MAY 2000 41 34. 35. -1. * 22 MAY 0000 141 19. 34. -15 * 26 MAY 0400 241 11 34 -22. 17 MAY 2100 42 33. 35 -2. * 22 MAY 0100 142 18. 34 -15. * 26 MAY 0500 242 11 . 34 -22 17 MAY 2200 43 32. 35. -3. * 22 MAY 0200 143 18. 34. -15. * 26 MAY 0600 243 11. 34. -22. 17 MAY 2300 44 32. 3J. -3. * 22 MAY 0300 144 18. 34. -15. * 23 MAY 0700 244 11 . 34. -22. 18 MAY 0000 45 31. 35. -4. * 22 MAY 0400 145 18. 34. -16. * 26 MAY 0800 245 11. 34. -22. 18 MAY 0100 46 31. 35. -4. * 22 MAY 0500 146 18. 34. -16. * 26 MAY 0900 246 11. 34. -23. 18 MAY 0200 47 30. 35. -5. * 22 MAY 0600 147 18. 34. -16. * 26 MAY 1000 247 11. 34. -23. 18 MAY 0300 48 30. 35. -5. * 22 MAY 0700 148 17. 34. -16. * 26 MAY 1100 248 11. 34. -23. 18 MAY 0400 49 29. 35. -6. * 22 MAY 0800 149 17. 34. -16. * 26 MAY 1200 249 11. 34. -23. 18 MAY 0500 50 29. 35. -6. * 22 MAY 0900 150 17. 34. -16. * 26 MAY 1300 250 11. 34. -23. 18 MAY 0600 51 29. 35. -6. * 22 MAY 1000 151 17. 34. -17. * 26 MAY 1400 251 11 . 34. -23. 18 MAY 0700 52 29. 35. -6. * 22 MAY 1100 152 17. 34. -17. * 26 MAY 1500 252 11. 34. -23. 18 MAY 0800 53 29. 35. -6. * 22 MAY 1200 153 17. 34. -17. * 26 MAY 1600 253 11. 34. -23. 18 MAY 0900 54 28. 35. -6. * 22 MAY 1300 154 16. 34. -17. * 26 MAY 1/00 254 11 . 34. -23. 18 MAY 1000 55 28. 34. -6. * 22 MAY 1400 155 16. 34. -17. * 26 MAY 1800 255 11. 34. -23. 18 MAY 1100 56 28. 34. -6. * 22 MAY 1500 156 16. 34. -17. * 26 MAY 1900 256 11 . 34. -23. 18 MAY 1200 57 28. 34. -6. * 22 MAY 1600 157 16. 34. -18. * 26 MAY 2000 257 11 . 34. -23. 18 MAY 1300 58 28. 34. -6. * 22 MAY 1700 158 16. 34. -18. * 26 MAY 2100 258 11. 34. -23. 18 MAY 1400 59 28. 34. -7. * 22 MAY 1800 159 16. 34. -18. * 26 MAY 2200 259 11 . 34. -23. 18 MAY 1500 60 28. 34. -7. * 22 MAY 1900 160 16. 34. -18. * 26 MAY 2300 260 11 . 34. -23. 18 MAY 1600 61 28. 34. -7. * 22 MAY 2000 161 15. 34. -18. * 27 MAY 0000 261 11 . 34. -23. Page 31 18 MAY 1700 62 27. 34. -7. * 22 MAY 2100 162 15. 34. -18. * 27 MAY 0100 262 11. 34. -23. 18 MAY 1800 63 27. 34. -7. * 22 MAY 2200 163 15. 34. -18. * 27 MAY 0200 263 11. 34. -23. 18 MAY 1900 64 27. 34. -7. * 22 MAY 2300 164 15. 34. -19. * 27 MAY 0300 264 11. 34. -23. 18 MAY 2000 65 27. 34. -7. * 23 MAY 0000 165 15. 34. -19. * 27 MAY 0400 265 11. 34. -23. 18 MAY 2100 66 27. 34. -7. * 23 MAY 0100 166 15. 34. -19. * 27 MAY 0500 266 11. 34. -23. 18 MAY 2200 67 27. 34. -7. * 23 MAY 0200 167 15. 34. -19. * 27 MAY 0600 267 11. 34. -23. 18 MAY 2300 68 27. 34. -8. * 23 MAY 0300 168 15. 34. -19. * 27 MAY 0700 268 11 . 34 -23. 19 MAY 0000 69 27. 35. -8. * 23 MAY 0400 169 14. 34. -19. * 27 MAY 0800 269 11. 34. -23. 19 MAY 0100 70 27. . 35. -9. * 23 MAY 0500 170 14. 34. -19. * 27 MAY 0900 270 11. 34. -23. 19 MAY 0200 71 27. 35. -8. * 23 MAY 0600 171 14. 34. -19. * 27 MAY 10(0 2/1 11 . 34 -23. 19 MAY 0300 72 26. 34. -8. * 23 MAY 0700 172 14. 34. -20. * 27 MAY 1100 272 11. 34. -23. 19 MAY 0400 73 26. 34. -7. * 23 MAY 0800 173 14. 34. -20. * 27 MAY 1200 273 11. 34. -23. 19 MAY 0500 74 26. 34. -7. * 23 MAY 0900 174 14. 34. -20. * 27 MAY 1300 274 11 34. -23 19 MAY 0500 73 25. ...4-p. -7. * 23 MAY 1000 175 14. 34. -20. * 27 MAY .1400 27311. 34. 23 -GJ. 19 MAY 0700 76 26. 34. -7. * 23 MAY 1100 176 14. 34. -20. * 27 MAY 1500 276 10. 34. -23. 19 MAY 0800 77 26. 34. -7. * 23 MAY 1200 177 13. 34. -20. * 27 MAY 1600 277 10. 34. -23. 19 MAY 0900 78 26. 34. -8. * 23 MAY 1300 178 13. 34. -20. * 27 MAY 1700 278 10. 34. -23. 19 MAY 1000 79 26. 34. -8. * 23 MAY 1400 179 13. 34. -20. * 27 MAY 1800 279 10. 34. -23. 19 MAY 1100 80 26. 34. -8. * 23 MAY 1500 180 13. 34. -20. * 27 MAY 1900 280 10. 34. -23. 19 MAY 1200 81 26. 34. -8. * 23 MAY 1600 181 13. 34. -21. * 27 MAY 2000 281 10. 34. -23. 19 MAY 1300 82 26. 34. -8. * 23 MAY 1700 182 13. 34. -21. * 27 MAY 2100 282 10. 34. -23. 19 MAY 1400 83 26. 34. -8. * 23 MAY 1800 183 13. 34. -21. * 27 MAY 2200 283 10. 34. -23. 19 MAY 1500 84 26. 34. -8. * 23 MAY 1900 184 13. 34. -21. * 27 MAY 2300 284 10. 34. -23. 19 MAY 1600 85 26. 34. -8. * 23 MAY 2000 185 13. 34. -21 . * 28 MAY 0000 285 10. 34. -23 19 MAY 1700 86 25. 34. -8. * 23 MAY 2100 186 12. 34. -21. * 28 MAY 0100 286 10. 34. -23. 19 MAY 1800 87 25. 34. -8. * 23 MAY 2200 187 12. 34. -21. * 28 MAY 0200 287 10. 34. -23. 19 MAY 1900 88 25. 34. -8. * 23 MAY 2300 188 12. 34. -21. * 28 MAY 0300 288 10. 34. -23. 19 MAY 2000 89 25. 34. -8. * 24 MAY 0000 189 12. 34. -21. * 28 MAY 0400 289 10. 34. -23. 19 MAY 2100 90 25. 34. -8. * 24 MAY 0100 190 12. 31 -21. * 28 MAY 0500 290 10. 34 . 23. 19 MAY 2200 91 25. 34. -8. * 24 MAY 0200 191 12. 34. -21. * 28 MAY 0600 291 10. 34. -23. 19 MAY 2300 92 25. 34. -9. * 24 MAY 0300 192 12. 34. -21. * 28 MAY 0700 292 10. 34. -23. 20 MAY 0000 93 25. 34. --9. * 24 MAY 0100 193 12. 34. -21. * 28 MAY 0800 293 10. 31 . -23 20 MAY 0100 94 25. 34. -9. * 24 MAY 0500 194 12. 34. -21 . * 28 MAY 0900 294 10. 34. -23 20 MAY 0200 95 25. 34. -9. * 24 MAY 0600 195 12. 34. -21. * 28 MAY 1000 295 10. 34. -23. 20 MAY 0300 96 25. 34 -9. * 24 MAY 0700 196 12 34. -21 . * 28 MAY 1100 296 10 34. -23. 20 MAY 0400 97 25. 34. -9. * 24 MAY 0800 197 12. 34. -22. * 28 MAY 1200 297 10. 34. -23. 20 MAY 0500 98 25. 34. -9 * 24 MAY 0900 198 12. 34. -22. * 28 MAY 1300 298 10. 34 -23. 20 MAY 0600 99 24. 34. -9. * 24 MAY 1000 199 12. 34. -22. * 28 MAY 1400 299 10. 34 -23. 20 MAY 0700 100 24. 34. -9. w 24 MAY 1100 200 12. - 34. -22. * 28 MAY 1500 300 10. 34. -23. * * *********************************************************************************************************************************** Mil! IIMM Page 32 STATION OBSVD (I) INFLOW, (0) OUTFLOW, (*) OBSERVED FLOW 0. 4. 8. 12. 16. 20. 24. 28. 32. 36. 0. 0. 0 DAHRMN PER 160400 1I .* . . ' 160500 2I .* . . 160600 31 .* . . . . 160700 41 .* • 160800 5I * . 160900 6I . 0 *. . . . . . 161000 7I 0 * • 161100 8I 0 * 101200 91 .0 . * . . . . . 161300 10I 0 * . . . . . 161400 11I 0 * 161500 12I * . . . . . 161600 13I * 0 ' 161700 141 * 0 . . 161800 151 * .0 161900 161 * . 0 . . . 162000 171 . * . 0 . . . . 162100 181 . * . 0 162200 191 . . *. 0 . . . . 162300 201 *. 0 . . . . 170000 21I * 0 170100 221 * U . 170200 231 . . * 0 . . • 170300 24 I * . 0 • . . 170400 251 . . . . . * . 0 . . 170500 26I * . 0 . . 170500 271 . . . . . * . 0 . . 170700 281 . . . * 0 . . 170800 29I . .* 0 . . 170900 30T_ wO . 171000 311 *0 171100 32I * 171200 331 * 171300 341 . . * . . 171400 351 * 171500 36I . . . . * . . . 171600 371 . . 0* . . . 171700 38I . . 0* . . . 171800 391 . 0* . . 171900 401 0 * . . . 172000 41I 0 * 172100 421 . 0 * . ' 172200 431 . . .O * . . 172300 44I . . 0. * . . 180000 451 . 0 . * . . . 180100 461 . . 0 * . 180200 47I 0 * . . 180300 481 0 * . 180400 491 . . . 0 . * . . 180500 501 . 0 * . 180600 511 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 1 . . . . . . .*. . . . . . . . . . . . . . . 180700 521 . . . 0 * . Page 33 180800 53I 0 • 180900 54I 0 • 181000 55I 0 •• 181100 56I 0 181200 57I 0 • 181300 58I 0 •• 181400 59I 0 181500 60I 0. • 181600 611 0 * 181700 621 0. 181800 63I 0 • 181900 64I 0 • 182000 55I * 0 * 182100 661 0 182200 67I 0 • 182300 68I 0 190000 69I 0 190100 70I 0 * ' 190200 711 0 * 190300 72I 0 190400 73I 0 190500 74I 0 190600 75I 0 190700 761 0 * 190800 77I 0 190900 78I 0 191000 791 0 191100 80I • 0 191200 811 0 191300 82I 0 191400 83I 0 191500 8� I 0 191600 851 0 * 191700 851 0 191800 87_1 0 191900 881 0 192000 89I 0 * 192100 90I 0 * 192200 911 0 * 192300 92I 0 200000 93I * . 0 * 200100 94I 0 200200 95I 0 * 200300 96I . 0 * 200400 97I * . 0 * 200500 98I .0 200600 99I .0 200700 1001 .0 • 200800 101I 0 ,*k 200900 1021 0 * 201000 1031 0 * 201100 104I 0 * 201200 1051 0 . * 201300 1061 0 _ * 201400 1071 0. . 201500 108I * 201600 1091 0. Page 34 201700 110I0. 201800 1112 0 * 201900 112I • 0. 202000 113I0 202100 114I0 202200 11510 . . * . 202300 11.6I0 210000 11710 210100 118Io 210200 11910 * 210300 120I0 210400 1211 0 * 210500 1221 0 /� * 21 210700 124I0 210800 125I0 * 210900 126I0 211000 127I0 211100 128I0 211200 129I . 0 * 211300 130I0 211400 1311 0 * 211500 1322 .0 * 211600 13310 211700 13420 . * . 211800 135I0• 211900 13610. 212000 1372 0 . * 212100 138I0 212200 1391 0 * 212300 14010 220000 1411 0 * 220100 14210 . * 220200 1431 . 0 * ' 220300 1442 0 220400 14510 * - . 220500 146I 0 * 220600 147I0 * 220700 1481 0 * 220800 1491 • 0 * 220900 150I0 S 5 * ' 221000 151I 0 * 221100 1522 •00 • . * 221200 153I * S 221300 1542 .0 * . 221400 155I0 * S ' 221500 156I 0 221600 157I0 221700 1582 • 0 221800 159I0• 221900 160I0• 222000 161I 0 * 222100 162I • 0 222200 163I0 • 222300 164I0 230000 165I 0 230100 166I • 0 Page 35 230200 167I0 230300 16810 * • 230400 16920 230500 170I0 230600 1711 0 * 230700 172I0 * • 230800 173I 0 • 230900 174I 0 * " 231000 1751 0 231100 176I 0 * 231200 17710 231300 1781 . 0 * - 231400 179I 0 * 231500 1301 - C * • - • - 231600 1811 0 * 231700 1822 . 0 *- 231800 1831 * - 231900 184I .. 0 * . 232000 1851 .0 - * - • 232100 1861 .0 * • 232200 187I .0 * . • 232300 1881 .0 * " 240000 1891 - .0 * • 240100 1901 0 * • 240200 1911 0 * 240300 1921 0 * " 240400 1931 - 0 * • . 240500 194I * " 240500 1051 0 * . . 240701, 1961 0 * . 240800 1971 0 * - . 240900 108I - 0 . * . 241000 199I 0 * 241100 200I - 0 * . 241200 2011 0 241300 2021 0 * . 241400 203I 0 * 241500 204I 0 . * 241600 2051 0 * . 241700 206I 0 * . 241800 207I . 0 . - * . " 241900 208I 0. * ' 242000 2091 . 0. . - * . 242100 2101 - - 0. . - * . . 242200 2111 0 * 242300 2121 0. - * . - 250000 213I . 0. . * . . 250100 2142 0. . * . 250200 215I - 0. * . 250300 2161 0. * . 250400 2171 0. . - . * . 250500 218I - 0. . * . 250600 2192 - 0. - * - 250700 2201 0. * . 250800 2211 . . . . . . . . . . . . . .0. . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . 250900 222I 0" . . . * ' 251000 2231 0. * ' Page 36 251100 224I • • 0. •• 251200 2251 • • 0• •••• • • 251300 226I • 0 •••• 251400 227I • 0. •••• • 251500 228I 0 . *••• 251600 229I • • 0 •••• * 251700 230I • 0 • * 251800 231I 0 251900 2321 • 0 •• 252000 233I 0 . * • • 252100 234I • • 0 ••• 252200 235I • • 0 252300 236I 0 200000 237I • • 0 • 260100 238I 0 . * * . • • 260200 239I • 0 •• 260300 240I • • 0 . *• 260400 241Z 0 * . • 260500 242I • • 0 •••• 260600 243I • • 0 ••• 260700 244I • • 0 •• 260800 245I • 0 ••• . * 260900 246I • 0 ••• 261000 2471 • 0 • 261100 248I • • 0 • • 261200 2491 • 0 •• 261300 2501 • • 0 261400 251I 0 . ** . 251500 252I • • 0 ••• 261600 253I • • 0 •• 261700 254I • 261800 2551 • 0 •• 261900 256I • 0 262000 257I 0 262100 2581 0 • 262200 2591 0 • •• 262300 260I0 ak 270000 261I 0 " 270100 262I • • 0 270200 263Z 0 . . 270300 264I 0 • * • 270400 265I •• 0 •• • 270500 266I 0 • 270600 267I 0 • 270700 268I 0 • * • 270800 269I 0 • * • 270900 270I 0 * 271000 271I 0 • 271100 272I 0 * . 271200 273I • 0 * " • 271300 274I 0 • * 271400 275I 0 • * . • 271500 276I 0 • * • 271600 277I 0 • . 271700 278I 0 * • 271800 279I 0 . • * 271900 280I . 0 * 0 I002 009183 * 0 I663 00P183 * 0 I863 00£183 * 0 IL63 003183 * 0 I963 001183 * 0 IS63 000183 * 0 It-63 006083 * 0 1866 008086 * 0 I363 00L083 * 0 IT63 009083 * 0 I063 008083 * 0 I68Z 0017083 * 0 I883 002083 * 0 0 1 L8 003083 . * 0 I983 001083 * 0 I983 000083 * 0 0 It"83 0083L3 * 0 IC83 0033L3 * 0 I383 0013L3 * 0 I18Z 0003L3 LE abed Page 38 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 64 KK * RSTO4 * * * ************** ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO JUNCTION OF St iELDRAKE WITI i EASTERN DRANGI (f DINT 4) 67 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 300 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS HYDROGRAPH ROUTING DATA 68 RT TATUM OR STRADDLE STAGGER ROUTING NSTPS 1 NUMBER OF TATIM SIEPS NSTDL 3 NUMBER OF ORDINATES TO BE AVERAGED LAG 2 NUMBER OF INTERVALS TO LAG HYDROGRAPH *********************************************************************************************************************************** HYDROGRAPH AT STATION RSTO4 * * * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * * * 16 MAY 0400 1 13. * 19 MAY 0700 76 26. * 22 MAY 1000 151 17. * 25 MAY 1300 226 11. 16 MAY 0500 2 13. * 19 MAY 0800 77 26. * 22 MAY 1100 152 17. * 25 MAY 1400 227 11. 16 MAY 0600 3 12. * 19 MAY 0900 78 26. * 22 MAY 1200 153 17. * 25 MAY 1500 228 11. 16 MAY 0700 4 12. * 19 MAY 1000 79 26. * 22 MAY 1300 154 17. * 25 MAY 1600 229 11. 16 MAY 0800 5 12. * 19 MAY 1100 80 26. * 22 MAY 1400 155 17. * 25 MAY 1700 230 11. 16 MAY 0900 6 12. * 19 MAY 1200 81 26. * 22 MAY 1500 156 16. * 25 MAY 1800 231 11. 16 MAY 1000 7 12. * 19 MAY 1300 82 26. * 22 MAY 1600 157 16. * 25 MAY 1900 232 11. 16 MAY 1100 8 13. * 19 MAY 1400 83 26. * 22 MAY 1700 158 16. * 25 MAY 2000 233 11. 16 MAY 1200 9 13. * 19 MAY 1500 84 26. * 22 MAY 1800 159 16. * 25 MAY 2100 234 11. 16 MAY 1300 10 15. * 19 MAY 1600 85 26. * 22 MAY 1900 160 16. * 25 MAY 2200 235 11. 16 MAY 1400 11 16. * 19 MAY 1700 86 26. * 22 MAY 2000 161 16. * 25 MAY 2300 236 11. 16 MAY 1500 12 18. * 19 MAY 1800 87 26. * 22 MAY 2100 162 16. * 26 MAY 0000 237 11. 16 MAY 1600 13 20. * 19 MAY 1900 88 25. * 22 MAY 2200 163 15. * 26 MAY 0100 238 11. 16 MAY 1700 14 22. * 19 MAY 2000 89 25. * 22 MAY 2300 164 15. * 26 MAY 0200 239 11 . Page 39 16 MAY 1800 15 23. * 19 MAY 2100 90 25. * 23 MAY 0000 165 15. * 26 MAY 0300 240 11. 16 MAY 1900 16 24. * 19 MAY 2200 91 25. * 23 MAY 0100 166 15. * 26 MAY 0400 241 11. 16 MAY 2000 17 24. * 19 MAY 2300 92 25. * 23 MAY 0200 167 15. * 26 MAY 0500 242 11. 16 MAY 2100 18 25. * 20 MAY 0000 93 25. * 23 MAY 0300 168 15. * 26 MAY 0600 243 11. 16 MAY 2200 19 25. * 20 MAY 0100 94 25. * 23 MAY 0400 169 15. * 26 MAY 0700 244 11. 16 MAY 2300 20 25. * 20 MAY 0200 95 25. * 23 MAY 0500 170 15. * 26 MAY 0800 245 11. 17 MAY 0000 21 26. * 20 MAY 0300 96 25. * 23 MAY 0600 171 14. * 26 MAY 0900 246 11 . 17 MAY 0100 22 26. * 20 MAY 0400 97 25. * 23 MAY 0700 172 14. * 26 MAY 1000 247 11. 17 MAY 0200 23 26. * 20 MAY 0500 98 25. * 23 MAY 0800 173 14. * 26 MAY 1100 248 11. 17 MAY 0300 24 27. * 20 MAY 0600 99 25. * 23 MAY 0900 174 14. * 25 MAY 1200 249 11 17 MAY 0400 25 28. * 20 MAY 0700 100 25. * 23 MAY 1000 175 14. * 26 MAY 1300 250 11. 17 MAY 0500 26 29. * 20 MAY 0800 101 24. * 23 MAY 1100 176 14. * 26 MAY 1400 251 11. 17 MAY 0600 27 31. * 20 MAY 0900 102 24. * 23 MAY 7200 177 14. * 26 MAY 1500 252 11 . 17 MAY 0700 28 33. * 20 MAY 1000 103 24. * 23 MAY 1300 178 14. * 20 MAY 1500 233 11. 17 MAY 0800 29 35. * 20 MAY 1100 104 24. * 23 MAY 1400 179 13. * 26 MAY 1700 254 11. 17 MAY 0900 30 35. * 20 MAY 1200 105 24. * 23 MAY 1500 180 13. * 26 MAY 1800 255 11. 17 MAY 1000 31 35. * 20 MAY 1300 106 24. * 23 MAY 1600 181 13. * 26 MAY 1900 256 11. 17 MAY 1100 32 35. * 20 MAY 1400 107 24. * 23 MAY 1700 182 13. * 26 MAY 2000 257 11. 17 MAY 1200 33 35. * 20 MAY 1500 108 24. * 23 MAY 1800 183 13. * 26 MAY 2100 258 11. 17 MAY 1300 34 35. * 20 MAY 1600 109 24. * 23 MAY 1900 184 13. * 26 MAY 2200 259 11. 17 MAY 1400 35 35. * 20 MAY 1700 110 24. * 23 MAY 2000 185 13. * 26 MAY 2300 260 11. 17 MAY 1500 36 35. * 20 MAY 1800 111 24. * 23 MAY 2100 186 13. * 27 MAY 0000 261 11. 17 MAY 1600 37 35. * 20 MAY 1900 112 24. * 23 MAY 2200 187 13. * 27 MAY 0100 262 11. 17 MAY 1700 38 35. * 20 MAY 2000 113 24. * 23 MAY 2300 188 12. * 27 MAY 0200 263 11. 17 MAY 1800 39 35. * 20 MAY 2100 114 23. * 24 MAY 0000 189 12. * 27 MAY 0300 264 11. 17 MAY 1900 40 35. * 20 MAY 2200 115 23. * 24 MAY 0100 190 12. * 27 MAY 0400 265 11. 11 MAY 2000 41 35. * 20 MAY 2300 116 23. * 24 MAY 0200 191 12. * 27 MAY 0500 266 11. 17 MAY 2100 42 34. * 21 MAY 0000 117 23. * 24 MAY 0300 192 12. * 27 MAY 0600 267 11. 17 MAY 2200 43 34. 21 MAY 0100 118 23. * 21 MAY 0100 103 12. * 27 MAY 0700 268 11. 17 MAY 2300 44 33. * 21 MAY 0200 119 23. * 24 MAY 0500 194 12. * 27 MAY 0800 269 11 . 18 MAY 0000 45 32. * 21 MAY 0300 120 23. * 24 MAY 0600 195 12. * 27 MAY 0900 270 11. 18 MAY 0100 46 32. 21 MAY 0400 121 23. * 24 MAY 0700 196 12. * 27 MAY 1000 271 11. 18 MAY 0200 47 31. * 21 MAY 0500 122 23. * 24 MAY 0800 197 12. * 27 MAY 1100 272 11 . 18 MAY 0300 48 31. * 21 MAY 0600 123 23. * 24 MAY 0900 198 12. * 27 MAY 1200 273 11. 18 MAY 0400 49 30. * 21 MAY n700 124 22. * 24 MAY 1000 199 12. * 27 MAY 1300 274 11 18 MAY 0500 50 30. * 21 MAY 0800 125 22. * 24 MAY 1100 200 12. * 27 MAY 1400 275 11. 18 MAY 0600 51 29. * 21 MAY 0900 126 22. * 24 MAY 1200 201 12. * 27 MAY 1500 276 11 18 MAY 0700 52 29. * 21 MAY 1000 127 22. * 24 MAY 1300 202 12 * 27 MAY 1600 277 11 . 18 MAY 0800 53 29. * 21 MAY 1100 128 21. * 24 MAY 1400 203 12. * 27 MAY 1700 278 10. 18 MAY 0900 54 29. * 21 MAY 1200 129 21 . * 24 MAY 1500 204 12. * 27 MAY 1800 279 10. 18 MAY 1000 55 29. * 21 MAY 1300 130 21. * 24 MAY 1600 205 12. * 27 MAY 1900 280 10. 18 MAY 1100 56 28. * 21 MAY 1400 131 21. * 24 MAY 1700 206 12. * 27 MAY 2000 281 10. 18 MAY 1200 57 28. * 21 MAY 1500 132 21. * 24 MAY 1800 207 12. * 27 MAY 2100 282 10. 18 MAY 1300 58 28. * 21 MAY 1600 133 20. * 24 MAY 1900 208 12. * 27 MAY 2200 283 10. 18 MAY 1400 59 28. * 21 MAY 1700 134 20. * 24 MAY 2000 209 12. * 27 MAY 2300 284 10. 18 MAY 1500 60 28. * 21 MAY 1800 135 20. * 24 MAY 2100 210 12. * 28 MAY 0000 285 10. 18 MAY 1600 61 28. * 21 MAY 1900 136 20. * 24 MAY 2200 211 12. * 28 MAY 0100 286 10. 18 MAY 1700 62 28. * 21 MAY 2000 137 20. * 24 MAY 2300 212 12. * 28 MAY 0200 287 10. 18 MAY 1800 63 28. * 21 MAY 2100 138 19. * 25 MAY 0000 213 12. * 28 MAY 0300 288 10. 18 MAY 1900 64 27. * 21 MAY 2200 139 19. * 25 MAY 0100 214 12. * 28 MAY 0400 289 10. 18 MAY 2000 65 27. * 21 MAY 2300 140 19. * 25 MAY 0200 215 12. * 28 MAY 0500 290 10. 18 MAY 2100 66 27. * 22 MAY 0000 141 19. * 25 MAY 0300 216 12. * 28 MAY 0600 291 10. 18 MAY 2200 67 27. * 22 MAY 0100 142 19. * 25 MAY 0400 217 12. * 28 MAY 0700 292 10. 18 MAY 2300 68 27. * 22 MAY 0200 143 19. * 25 MAY 0500 218 12. * 28 MAY 0800 293 10. 19 MAY 0000 69 27. * 22 MAY 0300 144 18. * 25 MAY 0600 219 12. * 28 MAY 0900 294 10. 19 MAY 0100 70 27. * 22 MAY 0400 145 18. * 25 MAY 0700 220 12. * 28 MAY 1000 295 10. 19 MAY 0200 71 27. * 22 MAY 0500 146 18. * 25 MAY 0800 221 12. * 28 MAY 1100 296 10. Page 40 19 MAY 0300 72 27. * 22 MAY 0600 147 18. * 25 MAY 0900 222 12. * 28 MAY 1200 297 10. 19 MAY 0400 73 27. * 22 MAY 0700 148 18. * 25 MAY 1000 223 12. * 28 MAY 1300 298 10. 19 MAY 0500 74 26. * 22 MAY 0800 149 18. * 25 MAY 1100 224 12. * 28 MAY 1400 299 10. 19 MAY 0600 75 26. * 22 MAY 0900 150 17. * 25 MAY 1200 225 11. * 28 MAY 1500 300 10. * * * *********************************************************************************************************************************** PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 299.00-HR (CFS) (HR) (CFS) 35. 31 .00 35. 34. 29 18. (INCHES) .109 .415 1.080 2.840 (AC-FT) 17. 67. 173. 456. CUMULATIVE AREA Page 41 STATION RSTO4 (I) INFLOW, (0) OUTFLOW 8. 12. 16. 20. 24. 28. 32. 36. 0. 0. 0. 0. 0. DAH VIN PER 160400 1. .I . . . 160500 2. .I . . . . . 160600 3. .I . . . . . . 160700 4. .I . . • 160800 5. .I . . 160900 6. .0I . . . . . . . . 161000 7. .0 I . . . . . . . . 161100 8. 0 I . 161200 9. 0 .i . 161300 10. 0 I 161400 11 0 I 161500 12. 0 .0 I I 161600 13. . 0 . 161700 14. ' 161800 15. 0 I . 161900 16. 0 I . 162000 17. .0 I . 162100 18. . OI . 162200 19. . 01 162300 20. . 0 I . 170000 21 0 I 170100 22. 0 1 . 170200 23. 0 I . 170300 24. 0 I 170400 25. 0 I . . 170500 26. . 0 I . 170500 27. 0 . I . 170700 28. 0 I . 170800 29. OI . 170onn 30. I . 171000 31 1 171100 32I 171200 33. I 171300 34. I . . 171400 35. I . 171500 36. I . 171600 37. I0 . . 171700 38. I0 . 171800 39. I . 171900 40. I 0 . 172000 41 I 0 172100 42. . I 0 172200 43. .I 0 . 172300 44. I. 0 180000 45. I .0 180100 46. I 0 180200 47. I 0 . 180300 48. I 0 . 180400 49. I 0 . 180500 50. . I 0 180600 51. . . . . . . . . . . . . . . . . . . . . . . . . . I0. . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180700 52. . I Page 42 180800 53. .I0 . • • 180900 54. .I0 " 181000 55. I . 181100 56. I0 • • 181200 57. I0 . 181300 58. I . 181400 59. I . • 181500 60. I0 . 181600 61 I0 181700 62. I 181800 63. . . I0. . . 181900 64. I0. . 182.000 65. I • 102100 66. IO . . 182200 67. ID . . 182300 68. I . 190000 69. I . 190100 70. I . 190200 71 I0 190300 72. I0 . 190400 73. I . 190500 74. I . 190600 75. I . • 190700 76 ID • 190800 77. I0 . 190900 78. I . 191000 79. . . . . 1 . . 191100 80. . . I . . . 101200 81 I 191300 82. 10 . 191400 83. I0 • 191500 84. I . 191600 85 I . 191700 86. I . 191800 87 ID 191900 88. 10 . - 192000 89 I • 192100 90 I 192200 91. . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . . 192300 92. I . 200000 93. . IO . 200100 94. . ID . 200200 95. . I . 200300 96. . I . 200400 97. .II . 200500 98. .10 200600 99. .I . 200700 100" 200800 101. . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . 200900 102. I . 201000 103. . . ID . . 201100 104. . . . ID . . 201200 105. I . 201300 106. I . 201400 107. I . 201500 108. . . . I0 • 201600 109. . . IO . Page 43 201700 110. I. . 201800 111 I 201900 112. I. . 202000 113. I0. . 202100 114. I0. . 202200 115. I . • 202300 116. I . 210000 117. I . . 210100 118. I . . 210200 119. IO 210300 120. I0 . . 210400 121 10 210500 122. IO 210500 123. IO . . 210700 124. I0 . • 210800 125. . I0 . 210900 126. . I0 . 211000 127. . I0 211100 128. . I0 . 211200 129. . I0 . . 211300 130. . IO 211400 131 I0 211500 132. .I0 . 211600 133. IO . 211700 134. I0 . . 211800 135. IO . . 211900 136. 10 . 212000 137. I0. . 212100 138. 10. . . 112200 139. IO . . 212300 140. . 220000 141 I0 210100 142. IO 220200 143. I ' 220300 144I0 220400 145. I0 ' 220500 146. . I0 . 220600 147. . IO 220700 148. . 10 . 220300 149. . 220900 150. I . . 221000 151 ID 221100 152. . 221200 153. .10 10 . . . 221300 154. . 221400 155. .1 221500 156. . • 221600 157. I0 . . 221700 158. I • 221800 159. I0 . 221900 160. IO . S 222000 161 I 222100 162. I0. 222200 163. I0. . 222300 164. II .I . . • 230000 165. . 230100 166. I0 . Page 44 230200 167. . I . 230300 168. . I0 • • 230400 169. . I0 " 230500 170. I 230600 171 I0 230700 172" . I0 . • 230800 173. I ' 230900 174. . I0 . 231000 175. . I0 . 231100 176. I 231200 177" . I . 231300 178" . I0 . 231400 179. I0 231500 130. . I 231600 181 I 231700 182. . I0 • 231800 183. . I0 . 231900 184" . I • 232000 185" .I0 • 232100 186. .I0 • 232200 187. .I . 232300 188. .I . 240000 189" .I . 240100 190. 10 • 240200 191 I0 240300 192" I . 240400 193" I . 240500 194. I . 240500 105 I . . 240700 196. I . 240800 197" I . 240900 198. I . 241000 199. I 241100 200. I . . . 241200 201 I 241300 202. I . . 241400 203. I 241500 204. I . 241600 205" I . 241700 203. I . . 241800 207" I . • 241900 208. I0 . 242000 209. IO . . 242100 210. I. . 242200 211 I 242300 212. I. . . . 250000 213" I. . 250100 214. I. . 250200 215. I. • 250300 216. I. . . 250400 217. I. . . . 250500 218. I. . . 250600 219. I. . 250700 220. I. 250800 221. . . . .I. . . . . . . . . . . . . . . . . . . . 250900 222. I. . 251000 223. I. . Page 45 • 251100 224. I. " ••• 251200 225. I. ' 251300 226. I. • " 251400 227. I. • " •• 251500 228. I0. " 251600 229. I0. • 251700 230. I . • . • 251800 231 I 251900 232. I . ••••••• 252000 233. I 252100 234. I • 252200 235. I • 252300 236 I . 260000 237. I . ••• 260100 238. I . . 260200 239. I . . 260300 240. I . . 260400 241 I 260500 242. I . 260600 243. I . 260700 244. I . 260800 245. I . 260900 246. I . . 261000 247. I . . 261100 248. I . . 261200 249. IO . 261300 250. IO . • ' 261400 251 I 61500 252. I . • 261600 253. I . 261700 254. I . • 251900 255. I . • " •• 261y00 256. I . • • 262000 257. I . " • '") 9100 256. I • • 262200 259. I . . •• 262300 260 I 270000 261 I 270100 262. I . 270200 263. I •••• 270300 264. I . 270400 265. I . ' 270500 266. I . 270600 267. I . . 270700 268. I . . 270800 269. I . • 270900 270. I . . ••• 271000 271 I0 271100 272. I0 . . . 271200 273. I • 271300 274. I . •• 271400 275. I . • 271500 276. I . • • 271600 277. I . . . 271700 278. I . • • 271800 279. I . . •• 271900 280. I . • Page 46 272000 281 I 272100 282. I . ••• 272200 283. I . ••• 272300 284. I . . ••• 280000 285. I . • •••••• 280100 286. I . . • 280200 287. I . 280300 288. I ••••••••• 280400 289. I . . •••• 280500 290. I . • 280600 291 I 280700 292. I . • •••• 280800 293. I 200900 294. Z0 . . • 281000 295. Z0 . . •• 281100 296. I •••••• 281200 297. I •••••••• 281300 298. I ••••••••• 281400 299. I ••••••••• 281500 300. I ••••••• Page 47 Page 48 RUNOFF SUMMARY FLOW IN CUBIC I-EEI PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT 01 228 8.00 131 83 30 1 73 ROUTED TO O1T02 166. 24.00 124. 82. 30. 1.73 I IYDROGRAPt I AT 02 135. 3.00 98. 59. 22. 1.28 2 COMBINED AT 02ADD2 233. 21.00 182. 140. 52. 3.01 ROUTED TO RSERV 35. 29.00 35. 34. 29. 3.01 133.51 29.00 ROUTED TO RST04 35. 31.00 35. 34. 29. 3.01 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 User ID: LOPEZ Request 397 from node SYSB Project ID: PERSONAL W WWW WWWW WWWWW WWWWW w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w w w w w wwwww www w wwwww wwwww www WWWWW WWW WWWW W W WWW WWWW WWWW W W W WWWWWWWWwww w w ww www w w w w ww wwww w w ww wwww www w w w wwww w w w w wwww wwww w w w WWWWWWWWW w ww www W WWWWWWWWW ww w w w w ww www w WWWW WW w wwwww ww w w WWW [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spoo! options: Total size: 51 records Pethname <SYSB-2>PERSONAL>LOPEZ>SHELDR?KE>STORM2.PRN File last modified: 91-01-18.11:39:08.Fri Spooled: 91-03-20.11:14:56.Wed Started: 91-03-20.11:13:28.Wed Page 1 1. 'I! II Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: 2STORMA.hc1 ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/16/1991 TIME 16:38:04 * * * * * * * ***************************************** *************************************** X X X)00000( XXXXX X X X X X X XX X X X X X )000000( XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX : : : Full Microcomputer Implementation b . . Haestad Methods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCESINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM r H JOWWVWW( � NWONNJNNHN OW4W N- OWOWAW (OOOi04WNO00-IO0NHOW 03-4MW4WNH m 73-1 0 K K 3. l7 M D O ig0XK S T. H H H HHH H H H H-011-0-0T H H H H H H H H H H O O i O D D D D O D D D 0 > • 0H IH 0000000000C� • -1 0 I.J• • . . 0 i . HO N QJCHH(nC0 OOA�N OOONHHO H • � pppp � U) OGOO 0p0p0 • 0 * * * *O • • 40�H (n ON OULz 001.40 UHO 800NON0 * * * *0 N • cc 0000 0000 O g nH • Wme 2 Hr 8°80 8808 aA' w of rF 0000 OOHO OF 4 4 ZZ • 14 z m _ WH 88on� '8808 m_ix rH 4 m =Z SI urd H H -Hid 0000 0000 mmn H 88 428 8808 8 4-1 H 1 M T O I ; • Mi g 0000 0000 r• CO �� °oSinB • 80888' oo •*z Pm o� • X , CLLO HHW •• OOHO 0000 mm DO oo I m°�n8 88Ho8 m zu D NO M O • COO 000 QMH 0H • • 0 0(0( 000 0 m * • 000 * ppG * •E i • m PJ88GpG N 0 (O * * * f; * * * * * * • 6 r COO 000 • 82? 000 0 T > 0 m H T N (O CD W Page 4 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 48 KK 02 BASIN #2 49 KM DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 50 KM AND SCS DIMENSIONLESSUNIT GRAPH 51 KO 0 0 21 52 BA ] .28 53 BF -1.5 1 54 PR 1 2 55 PW 0 1 56 LS 0 90 57 UD 0.33 58 KK 59 KM 02ADD2 ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 60 KM TO POINT 2 OPOINT 2 (JUST UPSTREAM OF SHELDRAKE RESERVOIR) 61 KO 0 0 21 62 HC 2 63 KK RSERV 64 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 65 KO 0 21 66 RS 1 ELEV 128 67 SV 0.04 9.84 187.2 257.36 300.9 333.81 347.92 381.11 403.24 411.54 68 SV 470 658 69 SQ 0.0 0.0 0.0 0.0 0.0 0.0 51.70 52.54 53.58 51 .05 70 SQ 403.7610514.02 71 SE 109.6 113.6 124.6 127.5 129.3 130.49 131.0 132.2 133.0 133.3 72 SE 135 140 73 KK OBSVD 74 KM OBSERVED OUTFLOW HYDROGRAPH AT SHELDRAKE RESERVOIR BASED 75 KM ON ALAN MASON'S DATA 76 IN 60 16MAY90 2200 77 HQ 0.0 0.0 0.0 0.0 0.0 0.0 51.70 52.64 53.58 54.05 78 HQ 403.7610514.02 79 HE 109.6 113.G 124.6 127.5 129.3 130.49 131.0 132.2 133.0 133.3 80 HE 135 140 81 QS 130.5 132.0 133.5 134.4 134.45 134.4 134.2 134.1 134.0 133.9 82 QS 133.85 133.8 133.75 133.7 133.65 133.6 133.55 133.5 133.45 133.35 83 QS 133.35 133.35 133.25 133.2 133.15 84 KK RSTO4 85 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO JUNCTION OF 86 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 87 KO 0 0 21 88 RT 1 4 1 89 KK OBSR 90 IN 60 16MAY90 2200 91 QO 55 75 90 98 150 200 199 180 140 120 92 QO 105 102 90 80 70 60 50 47 46 45 93 QO 44 43 42 41 94 ZZ Page 5 Page 6 SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PIMPED FLOW 33 01 V V 43 01T02 48 02 58 02ADD2 V V 63 RSERV V V 84 RSTO4 Page 7 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: 2STORMA.hc1 ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/16/1991 TIME 16:38:04 * * * * * * * ***************************************** *************************************** MODEL CALIBRATION - INPUT FILE NAME: 2STORMA.HC1 ***** SECOND RAINFALL EVENT - OVERFLOWING RESERVOIR ***** *** ADJULSTING WITH RESPECT TO ROUTING OF RESERVOIR'S OUTPUT *** *** HYDROGRAPH TO THE JUNCTION WITH EASTERN BRANCH *** *** ADJUSTMENT IS MADE USING U.S.A.C.E. HEC-2 RESULTS *** 10 10 OUTPUT CONCROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 60 MINUTES IN COMPUTATION INTERVAL IDATE 16MAY90 STARTING DATE ITTMF 0600 STARTING TIME Ng 101 NUMBER OF HYDROGRAPH ORDINATES NDDATE 20MAY9O ENDING DATE NDTIME 1000 ENDING TIME ICENT 19 CENTURY MARK COMPUTATION INTERVAL 1.00 HOURS TOTAL TIME BASE 100.00 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** Page 8 ************** * * 33 KK * 01 * BASIN #1 * * ************** DEFINITION OF BASIN #1 - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, AND SCS DIMENSIONLESS UNIT GRAPH 36 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE trYDROGRAPII ON THHIS U'JIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 101 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS SI.BBASIN RUNOFF DATA 37 BA SUBBASIN CHARAC I E1 ISTICS TAREA 1.73 SLUBASIN AREA 38 BF BASE FLOW CHARACTERISTICS STRTQ 2.60 INITIAL FLOW QRCSN .00 BEGIN BASE FLOW RECESSION RTIOR 1.00000 RECFsSION CONSTANT PRECIPITATION DATA 39 PR RECORDING STATIONS 1 2 40 PW WEIGHTS 1 .00 .00 41 LS SCS LOSS RATE STRTL .35 INITIAL ABSTRACTION CRVNBR 85 00 CURVE NUMBER RTIMP .00 PERCENT IMPERVIOUS AREA 42 UD SCS DIMENSIONLESS UNITGRAPH TLAG .80 LAG PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT 1 2.90 .00 1.00 TEMPORAL DISTRIBUTIONS STATION 1, WEIGHT = 1.00 .20 .20 .00 .00 .00 .20 .00 .10 .10 .10 .00 .00 .10 1.40 .20 .00 .10 .00 .00 .10 .00 .00 .00 .00 .00 .00 .00 .10 .00 .00 .00 .00 .00 .00 .00 .00 .00 '£ 00' 00' 00' 176 00£0 AVW OZ * "£ 00' 00' 00 EV 0000 AVW 81 E 00' 00 00 £6 0030 AVW OZ * '8 00' 00" 00" 317 00EZ AVW LT 8 00' 00' 00' Z6 0010 AVW OZ * •E 00' 00 00' TV 00ZZ AVW Li '2 00' 00' 00' I6 0000 AVW OZ * '2 00' 00' 00' 017 0013 AVN Li 'E 00' 00' 00' 06 00EZ .AVW 61 * •E 00' OO' 00' 68 000Z AVM LT 'E 00 00' 00- 68 00ZZ AVW 61 * 'E 00' 00' 00' 8£ 0061 AVW Li '2 00' 00" 00' 88 OOTZ AVW 61 * '2 00' 00' 00' LE 0081 AVW LT 2 00' 00' 00' L8 000Z AVW 61 * 'E 00' 00' 00' 9E OOLT AVW Li '2 00' 00' 00' 98 006I AVN 61 * '2 00' 00' 00' S£ 0091 AVW LI "£ 00' 00' 00" S8 0081 AVE 6T * .£ 00' 00' 00' 172 0081 AVN Li •E 00' 00' 00' 178 0011 AVW 61 * '2 00' 00' 00' EE 0017T AVE LT '2 00' 00' 00' £8 0091 AVW 61 * 'S 00" 00' 00' Z£ 00£1 AVE LT '2 00' 00" 00' Z8 0091 AVW 61 * '31 00' 00' 00' i£ 0031 AVW LI '£ 00' 00' 00" 18 00171 AVM 61 * '92 00' 00' 00' OE 0011 AVW LI 'E 00' 00' 00" 08 00£1 AVE 61 * '617 80' ZO" 01" 63 0001 AVM LT "8 00" 00' 00" 6L 0031 AVW 61 * '2 00' 00' 00' 8Z 0060 AVM LI '2 00' 00' 00' 8L 0011 AVW 61 * "£ 00' 00' 00' LZ 0080 AVW LI £ 00 00" 00' 0001 AWE 61 * '£ 00' 00' CO' 9Z OOLO AVW LT "E 00' 00' 00" 91 0060 AVN! 61 * '2 00" 00' 00' 93 0090 AVM LT '£ 00" 00' 00 SL 0080 AVW 61 * 'S 00' 00' 00 173 0080 AWN LI 200 00 00 171 0010 AVW 61 * '31 00 00 00 23 00170 AVW LI "£ nn' 00' nn' £L noon Awv 61 * '9£ 00" no. 00" ZZ 00E0 AVW LT 8 00 00 00* ZL 0050 AWE 61 ZS 80' ZO 01 1Z 0030 AVW LT '£ 00' 00' 00' TL 00170 AVW 6T * '91 00' 00' 00' OZ 0010 AVW LI 8 00 00 00' OL 0080 AVW 61 * 817 00 00° 00" 61 0000 AVM LI "E 00' 00' 00' 69 0030 AWE 61 * '86 80' ZO' 01' 8T 00EZ AWE 91 '2 00' 00' 00' 89 0010 AVW 61 * '691 00' 00' 00" Li 00ZZ AVW 91 '8 00' 00' 00' L9 0000 AVW 61 * 'L917 9T 170' OZ' 91 0013 AVW 91 '2 00' 00' 00' 99 00£Z AWE 81 * 'ZIT 86' L1%' Ov`'1 ST 0003 AVW 91 'E 00' 00' 00' 99 00ZZ AVW 81 * '6Z 170' 90' 01' 17T 0061 AVW 91 "£ 00" 00° 00* 179 0013 AVW 81 * '8 00' 00' 00' LI 0081 AVW 91 '2 00' 00' 00' E9 000Z AWE 81 * "E3 00' 00" 00' ZT OOLT AVW 91 '£ 00' 00' 00' Z9 0061 AWE 81 * '117 170' 90' OT' T1 0091 AVW 91 E 00 00' 00' 19 0081 AVW 81 * "EE E0' LO' 01" OI 0091 AWE 91 E 00' 00' 00' 09 OOLI AVW 81 * "TZ E0" LO' 01" 6 0017T AVW 91 '2 00' 00' 00' 69 0091 AVW 81 * '17T 00' 00' 00' 8 00£1 AVW 91 '2 00' 00' 00' 89 0091 AVW 81 * '61 80' LT' OZ' L 0031 AVW 91 '2 00' 00' 00' LS 00171 AVW 81 * '2 00' 00' 00' 9 0011 AVW 91 'H 00' 00' 00' 99 00£1 AVW 81 * '2 00' 00' 00' 2 0001 AVW 91 'E 00' 00' 00' 99 0031 AVW 81 * '2 00' 00' 00' 17 0060 AVW 91 '2 00' 00' 00' Vg 0011 AVW 81 * '2 00' OZ' OZ' E 0080 AVW 91 '8 00' 00° 00' ES 0001 AVW 81 * '8 00' OZ' OZ' Z OOLO AVW 91 '£ 00' 00' 00' ZS 0060 AVW 81 * '2 00' 00' 00' I 0090 AVW 91 * b dWO0 SS30X3 9901 NIVH 0210 NWNH NOW VO * b dY00 SSd0X3 SSU1 NIVN ONO NNW NOW VU * *********************************************************************************************************************************** TO NOIIVIS IV HdVUDONUAH *********************************************************************************************************************************** '3 '6 'TE 'OTT '668 '999 S3IVNIGNO 03OI83d-d0-0N3 9 HdVNOONUAH IINfl OV1*6Z' N VRL 831V3NJ SI 1VAND NI 3WII *** DNINQIVM 6 abed IW DS £L'T = V32N 3AIlV71WC10 '091 'VST 'EVE 'ITT JV) L£L'i ZL9'T SPS'T SOZ'T S9 I) '61 '9Z 'ZL 'VZZ 00"VT 'EPS S37) (811) (SAD) 8H-00.001 2 H-ZL 2H-VZ 2H-9 7Y'�Il M01J NY7d M01'1 70V2fAV V+I IXYN OS'i = SS3JX3 1V101 `OV'T = SS01 1V101 '06'Z = TWdNIV8 1V101 *********************************************************************************************************************************** * * '£ 00' 00' 00' TS 0080 AYH 81 '£ 00' 00' 00' 'OI 0001 AVN OZ * '£ 00' 00' 00' 09 OOLO AW' 81 "£ 00' 00' 00' 001 0060 AVN OZ * '2 00' 00' 00' 6V 0090 AVN 81 "£ 00' 00' 00' 66 0080 AVN OZ * 'E 00' 00' 00' 8V 0090 AVN 81 'E 00- 00" 00' 86 OOLO AVN OZ * 'E 00' 00' 00' LP OOVO AVN 8T '£ 00' 00" 00' L6 0090 AVN OZ * '£ 00' 00' 00' 9V 00E0 AVN 81 '£ 00' 00' 00' 96 0090 AVN OZ * '£ 00' 00' 00' SV 0030 AVN 81 'E 00' 00' 00' 96 OOVO AVN OZ *° '£ 00' 00' 00' VP 0010 AVN 81 01 a6ed Page 11 STATION 01 (0) OUTFLOW O. 100. 200. 300. 400. 500. 600. O. O. O. O. O. O. (L) PRECIP, (X) EXCESS .0 .0 .0 .0 .0 .0 .0 .0 1.6 1.2 .8 .4 .0 DAHRMN PER 160600 10 . � I111 160700 20 . LLLLL 11111 . 160800 30 . 160900 40 . 161000 50 . . 161100 60 . 1 ! l1X. 161200 7. 0 . 161300 8.0 LLX. 161400 9. 0 . . LLX. 161500 10. 0 LLX 161600 11 0 • • • 161700 12. 0 . . • 161800 13.0 . • • LLX. 161900 14. 0 . • 0 162000 15. . • • • 0 • L>OCLX. 162100 16. • 162200 17. 0 XX. • • • 162300 18. 0 • • 170000 19. 0 . . • • • 170100 20. U . xx 170200 21 0 •• 170300 22. 0 . • • • • • • • 170400 23.0 • • • • 170500 24.0 . • • • 170600 250 . • 170700 260 . •• • 170800 270 S S 170900 250 • XX. • • 171000 29. 0 . • 171100 30 0 . 171200 31 0 ••• • • • 171300 32.0 . 0 ' • • • 171400 330 . • •• • • • 171500 340 • • • • • 171600 350 • ••• • • 171700 360 • • • • 171800 370 •• •• • • 171900 380 • - •• • 172000 390 ••••• • • 172100 400 . S S 172200 410 •• • • • 172300 420 ••• •• • 180000 430 •• ••• • 180100 440 S • • • 180200 450 ••• • • 180300 460 •• • 180400 470 •••• •••• • 180500 480 • •••• • • 180600 490 •• ••• • 180700 500 • Page 12 • 180800 510 180900 520 • 181000 530 181100 540 • 181200 550 . 181300 5600 • 181400 570 181500 580 • 181600 590 • 181700 600 • 181800 610 181900 620 182000 630 . 182100 640 • ' • 182200 650 • 182300 660 190000 670 190100 680 • 190200 690 . • 190300 700 . 190400 710 190500 720 . 190600 730 • . 190700 740 • 190800 750 190900 760 . 191000 770 191100 780 - 191200 790 • 191300 800 • 191400 810 191500 820 • 191600 830 • 191700 840 191800 850 191900 860 192000 870 192100 880 192200 890 - - 192300 900 200000 910 200100 920 - 200200 930 200300 940 - - - 200400 950 - - - . 200500 960 200600 970 5 - 200700 980 200800 990 200900 1000 ' • 201000 1010 5 ' Page 13 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 43 KK * 01T02 * * * ************** ROUTING FLOW FROM BASIN #1 THRU CARPENTER POND DOWN TO .RST UPSTREAM OF THE SHELCRAKE RESERVOIR (POINT 2) 46 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL (KCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 101 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS HYDR0GRAPH ROUTING DATA 47 RT TATU A OR STRADDLE-STAGGER ROUTING NSTPS 1 NUMBER OF TATUA SILPS NSTDL 4 NUMBER OF ORDINATES TO BE AVERAGED LAG 3 NUMBER OF INTERVALS TO LAG HYDROGRAPH *** *********************************************************************************************************************************** HYDROGRAPH AT STATION O1T02 * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * 16 MAY 0600 13. * 17 MAY 0800 27 14. * 18 MAY 1000 53 3. * 19 MAY 1200 79 3. 2 16 MAY 0700 2 3. * 17 MAY 0900 28 6. * 18 MAY 1100 54 3. * 19 MAY 1300 80 3. 16 MAY 0800 3 3. * 17 MAY 1000 29 3. * 18 MAY 1200 55 3. * 19 MAY 1400 81 3. 16 MAY 0900 4 3. * 17 MAY 1100 30 3. * 18 MAY 1300 56 3. *19 MAY 1600 83 3. 19 MAY 1500 82 3. 16 MAY 1000 5 3. * 17 MAY 1200 31 14. * 18 MAY 1400 57 3.16 MAY 1100 6 3. * 17 MAY 1300 32 23. * 18 MAY 1500 58 3. * 19 MAY 1700 84 3. 16 MAY 1200 7 3. * 17 MAY 1400 33 25. * 18 MAY 1600 59 3. * 19 MAY 1800 85 3. 16 MAY 1300 8 3. * 17 MAY 1500 34 25. * 18 MAY 1700 60 3. * 19 MAY 1900 86 3. 16 MAY 1400 9 7. * 17 MAY 1600 35 14. * 18 MAY 1800 61 3. * 19 MAY 2000 87 3. 16 MAY 1500 10 10. * 17 MAY 1700 36 6. * 18 MAY 1900 62 3. * 19 MAY 2100 88 3. 16 MAY 1600 11 14. * 17 MAY 1800 37 3. * 18 MAY 2000 63 3. * 19 MAY 2300 90 3. 16 MAY 1700 12 22. * 17 MAY 1900 38 3. * 18 MAY 2100 64 3. 16 MAY 1800 13 27. * 17 MAY 2000 39 3. * 18 MAY 2200 65 3. * 20 MAY 0000 91 3. 16 MAY 1900 14 29. * 17 MAY 2100 40 3. * 18 MAY 2300 66 3. * 20 MAY 0100 92 3. Page 14 16 MAY 2000 15 26. * 17 MAY 2200 41 3. * 19 MAY 0000 67 3. * 20 MAY 0200 93 3. 16 MAY 2100 16 25. * 17 MAY 2300 42 3. * 19 MAY 0100 68 3. * 20 MAY 0300 94 3. 16 MAY 2200 17 151. * 18 MAY 0000 43 3. * 19 MAY 0200 69 3. * 20 MAY 0400 95 3. 16 MAY 2300 18 262. * 18 MAY 0100 44 3. * 19 MAY 0300 70 3. * 20 MAY 0500 96 3. 17 MAY 0000 19 302. * 18 MAY 0200 45 3. * 19 MAY 0400 71 3. * 20 MAY 0600 97 3. 17 MAY 0100 20 319. * 18 MAY 0300 46 3. * 19 MAY 0500 72 3. * 20 MAY 0700 98 3. 17 MAY 0200 21 195. * 18 MAY 0400 47 3. * 19 MAY 0600 73 3. * 20 MAY 0800 99 3. 17 MAY 0300 22 82. * 18 MAY 0500 48 3. * 19 MAY 0700 74 3. * 20 MAY 0900 100 3. 17 MAY 0400 23 53. * 18 MAY 0600 49 3. * 19 MAY 0800 75 3. * 20 MAY 1000 101 3. 17 MAY 0500 24 38. * 18 MAY 0700 50 3. * 19 MAY 0900 76 3 * 17 MAY 0600 25 29. * 18 MAY 0800 51 3. * 19 MAY 1000 77 3. * 17 MAY 0700 26 26. * 18 MAY 0900 52 3. * 19 MAY 1100 78 3. * * * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-FR 24-FR 72-HR 100.00-FR (CFS) (FR) (CFS 319. 19.00 214. 71. 26. 19. (INd-ES) 1.149 1.535 1.672 1.737 (AC-F13 106. 142. 154. 160. CUMULATIVE AREA = 1.73 SQ MI Page 15 STATION 01T02 (I) INFLOW, (0) OUTFLOW 0. 100. 200. 300. 400. 500. 600. 0. 0. 0. 0. 0. 0. DAHR NV PER 160600 1I • 160700 2I . 160800 31 . • 160900 4I " 161000 5I . 161100 6I . . 161200 70 I . ' 161300 80I . 161400 9.0I .. • 161500 10.0 I . • 161600 11 0 I 161700 12. I . . . • 161800 13.I 0 . 161900 14. I I .. 162000 15. 0 I • 162100 16. 0 • 162200 17. 0 I . 162300 18. I0 . 170000 19. I0 170100 20. I . 0 . 170200 21 I 0 170300 22. I 0 . - . 170400 23.I 0 . " 170500 21.I 0 ' 170600 25I 0 . • 170700 26I 0 . . 170800 2710 . . . 170900 28I0 . . 171000 290 I . 171100 300 I 171200 31 I 171300 32 I0 171400 33I 0 . . 171500 34I 0 " 171600 3510 . 171700 36I0 . . . . 171800 37I . 171900 38I . 172000 39I . 172100 40I 0 172200 41I 172300 42I . . 180000 431 . 180100 44I . 180200 45I . . 180300 46I " 180400 47I . 180500 48I . . 180600 49I . . 180700 50I . 180800 51I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180900 52I . Page 16 1810 53I - , 18110000 54I - . 181200 551 . ••• 181300 56I - , 181400 57I . 181500 58I • 181600 59I 181700 60I • •••• 181800 61I 181900 62I 182000 63I • 182100 641 ••• • . 182200 651 182300 CCI 190000 67I . 190100 68I • • 190200 691 . 190300 701 ••• 190400 71I 190500 72I . 190600 731 • 190700 741 . 190800 75I • 190900 761. 191000 77I - 191100 781 . 191200 791 . 191300 801 • 101 81 400 1 . 19150 82I • 191600 83I • 191700 84I 0 ' 191800 85I 191900 86I • 192000 87I . 192100 881 0 • 192200 89I 192300 90I • 200000 91I 200100 921 200200 93I 0 • • 200300 94I •• • 200400 95I - • 200500 96I S . 5 200600 97I 5 - •• 200700 981 • 200800 99I 5 - • 200900 100I 5 . • 201000 101I5 Page 17 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 48 KK * 02 * BASIN #2 * * ************** DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, A ) SCS DIMENSIONLESS UNIT GRAPH 51 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 101 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOLIS SUBBASIN RUNOFF DMA 52 BA SLJEBASIN Cf rA.RAL I ERISTICS TAREA 1.28 SUBBASIN AREA 53 BF BASE FLOW CHARAC I EXISTICS STRTQ 1.92 INITIAL FLOW R0 BEGIN OETNCESSIONTOR 1.00RECESSNCONSAT PRECIPITATION DATA 54 PR RECORDING STATIONS 1 2 55 PW WEIGHTS .00 1.00 56 LS SCS LOSS RATE STRTL .22 INITIAL ABSTRACTION CRVNBR 90.00 CURVE NUMBER RTIMP .00 PERCENT IMPERVIOUS AREA 57 U) SCS DIMENSIONLESS UNITGRAPH TLA .33 LAG PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT 2 2.81 .00 1.00 TEMPORAL DISTRIBUTIONS Page 18 STATION 2, WEIGHT = 1.00 .01 .01 .10 .22 .00 .00 .00 .18 .12 .04 .04 .15 .00 .00 .04 .38 1.06 .18 .02 .07 .00 .01 .01 .00 .00 .00 .01 .00 WARNING *** TIME INTERVAL IS GREATER THAN .29*LAG UNIT HYDROGRAPH 5 END-OF-PERIOD ORDINATES 614. 172. 34. 7. 0. *********************************************************************************************************************************** HYDROGRAPH AT STATION 02 *********************************************************************************************************************************** * DA MON HRMN ORD RAIN LOSS EXCESS COMP Q * DA MON HRMN ORD RAIN LOSS EXCESS COMP Q * 16 MAY 0600 1 .00 .00 .00 2. * 18 MAY 0900 52 .00 .00 .00 2. 16 MAY 0700 2 .01 .01 .00 2. * 18 MAY 1000 53 .00 .00 .00 2. 16 MAY 0800 3 .01 .01 .00 2. * 18 MAY 1100 54 .00 .00 .00 2. 16 MAY 0900 4 .10 .10 00 2. * 18 MAY 1200 55 00 .00 00 2 16 MAY 1000 5 .22 .21 .01 9. * 18 MAY 1300 56 .00 .00 .00 2. 16 MAY 1100 6 .00 .00 .00 4. * 18 MAY 1400 57 .00 .00 .00 2. 16 MAY 1200 7 .00 .00 .00 2. * 18 MAY 1500 58 00 .00 .00 2 18 MAY 1600 59 .00 .00 .00 2. 2. * 16 MAY 1300 8 .00 .00 .00 26 MAY 1400 0 .18 .13 .05 34. x 16 MAY 1700 60 .00 .00 .00 2. 16 MAY 1500 10 .12 .07 .05 42. * 18 MAY 1800 61 .00 .00 .00 2. 16 MAY 1600 11 .04 .02 .02 24. * 18 MAY 1900 62 .00 .00 .00 2. 16 MAY 1700 12 .04 .02 .02 20. * 18 MAY 2000 63 .00 .00 .00 2. 16 MAY 1800 13 .15 07 08 58. * 18 MAY 2100 64 .00 .00 .00 2. 16 MAY 1900 14 .00 .00 .00 17. * 18 MAY 2200 65 .00 .000 .000 2. 16 MAY 2000 15 .00 .0n .00 18 MAY 230n 65 00 .16 MAY 2100 16 .04 .02 .02 17. * 19 MAY 0000 67 .00 .00 .00 2. 16 MAY 2200 17 .38 12 26 166. * 19 MAY 0100 68 00 00 00 2 16 MAY 2300 18 1.06 .19 .87 584. * 19 MAY 0200 69 00 .00 .00 2. 17 MAY 0000 19 .18 .02 .16 259. * 19 MAY 0300 70 .00 .00 .00 2. 17 MAY 0100 20 .02 .00 .02 72. * 19 MAY 0400 71 .00 00 .00 2. 17 MAY 0200 21 .07 .01 .06 55. * 19 MAY 0500 72 .00 .00 .00 2. 17 MAY 0300 22 .00 .00 .00 14. * 19 MAY 0600 73 .00 .00 .00 2. 17 MAY 0400 23 .01 .00 .01 10. * 19 MAY 0700 74 .00 .00 .00 2. 17 MAY 0500 24 .01 .00 .01 9. * 19 MAY 0800 75 .00 .00 .00 2. 17 MAY 0600 25 .00 .00 .00 4. * 19 MAY 0900 76 .00 .00 .00 2. 17 MAY 0700 26 .00 .00 .00 2. * 19 MAY 1000 77 .00 .00 .00 . 17 MAY 0800 27 .00 .00 .00 2. * 19 MAY 1100 78 .00 .00 .00 2 17 MAY 0900 28 .01 .00 .017. * 19 MAY 1300 80 .00 .00 .00 2 Y 1200 79 .00 .00 .00 2. 17 MAY 100030 .00 .00 .00 2.29 .000 .00 .000 3. * 19 MAY 1400 81 .00 .00 .00 2. 17 MAY 11002 00 31 .00 .00 .00 2. * 19 MAY 1500 82 .00 .00 .00 2. 17 MAY 13 * 19 MAY 00 83 .00 .00 .00 2. 17 MAY 1300 32 .00 .00 .00 2. * 19 MAY 1700 84 .00 .00 .00 2. 17 MAY 1400 33 .00 .00 .00 2. 17 MAY 1500 34 .0000 .00 .00 2. * 19 MAY 1800 85 .00 .00 .00 2. 17 MAY 1600 35 .00 .00 .00 2. * 19 MAY 1900 86 .00 .00 .00 2. 17 MAY 1700 36 .00 .00 .00 2. * 19 MAY 2000 87 .00 .00 .00 2. 17 MAY 1800 37 .00 .00 .00 2. * 19 MAY 2100 88 .00 .00 .00 2. Page 19 17 MAY 1900 38 .16 .02 .14 91. * 19 MAY 2200 89 .00 .00 .00 2. 17 MAY 2000 39 .00 .00 .00 27. * 19 MAY 2300 90 .00 .00 .00 2. 17 MAY 2100 40 .00 .00 .00 7. * 20 MAY 0000 91 .00 .00 .00 2. 17 MAY 2200 41 .00 .00 .00 3. * 20 MAY 0100 92 .00 .00 .00 2. 17 MAY 2300 42 .00 .00 .00 2. * 20 MAY 0200 93 .00 .00 .00 2. 18 MAY 0000 43 .00 .00 .00 2. * 20 MAY 0300 94 .00 .00 .00 2. 18 MAY 0100 44 .00 .00 .00 2. * 20 MAY 0400 95 .00 .00 00 2 18 MAY 0200 45 .00 .00 .00 2. * 20 MAY 0500 96 .00 .00 .00 2. 18 MAY 0300 46 .00 .00 .00 2. * 20 MAY 0600 97 .00 .00 .00 2. 18 MAY 0400 47 .00 .00 .00 2 * 20 MAY 0700 98 00 .00 00 2 18 MAY 0500 48 .00 .00 .00 2. * 20 MAY 0800 99 .00 .00 .00 2. 18 MAY 0600 49 .00 .00 .00 2. * 20 MAY 0900 100 .00 .00 .00 2. 18 MAY 0700 50 .00 .00 .00 2. * 20 MAY 1000 101 .00 00 .00 2 18 MAY 0800 51 .00 .00 .00 2. * * *********************************************************************************************************************************** TOTAL RAINFALL = 2.81, TOTAL LOSS = 1.00, TOTAL EXCFSS = 1.81 PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 100.00-HR (CFS) (HR) (CFS 584. 17.00 192. 59. 23. 17. (INCHES 1.394 1.716 1.978 2.043 (AC-FT 95. 117. 135. 139. CIATIVE AREA = 1.28 SQ MI Page 20 STATION 02 (0) OUTFLOW O. 100. 200. 300. 400. 500. 600. O. O. O. O. O. O. (L) PRECIP, (X) EXCESS .0 .0 .0 .0 .0 .0 .0 .0 .0 1.2 .8 .4 .0 DAHRMN PER 160600 10 . • 160700 20 . . 160800 30 . •• 160900 40 . LLL. 161000 5.0 • LLLLL. • 161100 60 •• • • 161200 70 . . • • • 161300 80 . ••••• 161400 9. 0 . • • IIIX. • • • 161500 10. 0 ••• • L 161600 11. 0 X. 161700 12. 0 . . LLXX. 161800 13. 0 . . 161900 14. 0 . • • . 162000 150 . • • • • X. 162100 16. 0 . • .LL)OOOpp x 162200 17. 0 0 162300 18. . 0 L)OO<X. 170000 19. . 170100 20. 0 . XX 170200 21 0 . • • 1703;)0 22.0 . . • • 170400 23.0 . . • • 170500 24.0 . . • 170600 250 •• • • 170700 260 . • • • 170800 270 ••••• 170900 28.0 . • • 171000 290 . . 171100 300 171200 310 • • • • 171300 320 . • 171400 330 . . • • • • • 171500 340 . . 171600 350 . . 171700 360 • • • . 171800 370 • • XXXX. 171900 38. 0. . 172000 39. 0 . •• • • 172100 40.0 ' • 172200 410 • • • 172300 420 •••• • 180000 430 . • • • • 180100 440 •••• •• 180200 450 •• •• • 180300 460 . •• 180400 470 ' • 180500 480 •••• •• • 180600 490 . • 180700 500 ••• Page 21 180800 510 180900 520 • 181000 530 •••••• 181100 540 181200 550 ••••• 181300 560 " • 181400 570 • • 181500 580 •••••••• 181600 590 ' 181 100 600 • 181800 610 181900 620 ••••• 182000 630 182100 640 ••••••• • 182200 650 ••••••• 182300 660 •••• 190000 670 0 0 190100 680 190200 690 •••• 190300 700 ••0•••• • 190400 710 190500 720 ••••• 190600 730 ••0••• 190700 740 190800 750 5 . 190900 760 - " 191000 770 5 191100 780 5 - - 1912CC 790 - 191300 800 •• 191400 810 191500 820 •5•• 191600 830 • 191700 840 •••• 19i9O0 850 191900 860 ••••• 192000 870 • 192100 880 192200 890 - " 192300 900 • 200000 910 200100 920 • - 0 5 200200 93005•• • 200300 940 " 200400 950 • - 200500 960 - - " 200600 970 • 200700 980 • 5 • 200800 990 5 • • 200900 1000 • 201000 1010 5 0 Page 22 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 58 KK * 02ADD2 * * * ************** ADD HYDROGRAPH OF BASIN 442 TO HYDROGRAPH ROUTED FROM BASIN #1 TO rr0IN i 2 CPOINT 2 (AEI- UPSTREAM or SflELDRAKE RESERVOIR) 61 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOTL_ 2 PLOT CONTROL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH LOUT" 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 101 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS 62 HC HYDROGRAPH CUMBINA'I ION ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE *** **********************************%***** **********1'****************************!'*******************************'Y*********** HYDROGRAPH AT STATION 02ADD2 SUM OF 2 HYDROGRAPHS * * * DA MON HRIM.'V ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * * * 16 MAY 0600 1 5. * 17 MAY 0800 27 16. * 18 MAY 1000 53 5. * 19 MAY 1200 79 5 16 MAY 0700 2 5. * 17 MAY 0900 28 13. * 18 MAY 1100 54 5. * 19 MAY 1300 80 5. 16 MAY 0800 3 5. * 17 MAY 1000 29 7. * 18 MAY 1200 55 5. * 19 MAY 1400 81 5. 16 MAY 0900 4 5. * 17 MAY 1100 30 5. * 18 MAY 1300 56 5. * 19 MAY 1500 82 5. 16 MAY 1000 5 12. * 17 MAY 1200 31 16. * 18 MAY 1400 57 5. * 19 MAY 1600 83 5. 16 MAY 1100 6 7. * 17 MAY 1300 32 24. * 18 MAY 1500 58 5. * 19 MAY 1700 84 5. 16 MAY 1200 7 5. * 17 MAY 1400 33 27. * 18 MAY 1600 59 5. * 19 MAY 1800 85 5. 16 MAY 1300 8 5. * 17 MAY 1500 34 27. * 18 MAY 1700 60 5. * 19 MAY 1900 86 5 16 MAY 1400 9 40. * 17 MAY 1600 35 16. * 18 MAY 1800 61 5. * 19 MAY 2000 87 5. 16 MAY 1500 10 52. * 17 MAY 1700 36 8. * 18 MAY 1900 62 5. * 19 MAY 2100 88 5 16 MAY 1600 11 39. * 17 MAY 1800 37 5. * 18 MAY 2000 63 5. * 19 MAY 2200 89 5. 16 MAY 1700 12 42. * 17 MAY 1900 38 94. * 18 MAY 2100 64 5. * 19 MAY 2300 90 5. 16 MAY 1800 13 86. * 17 MAY 2000 39 29. * 18 MAY 2200 65 5. * 20 MAY 0000 91 5. 16 MAY 1900 14 47. * 17 MAY 2100 40 9. * 18 MAY 2300 66 5. * 20 MAY 0100 92 5. 16 MAY 2000 15 31. * 17 MAY 2200 41 5. * 19 MAY 0000 67 5. * 20 MAY 0200 93 5. 16 MAY 2100 16 43. * 17 MAY 2300 42 5. * 19 MAY 0100 68 5. * 20 MAY 0300 94 5. 16 MAY 2200 17 317. * 18 MAY 0000 43 5. * 19 MAY 0200 69 5. * 20 MAY 0400 95 5. Page 23 16 MAY 2300 18 846. * 18 MAY 0100 44 5. * 19 MAY 0300 70 5. * 20 MAY 0500 96 5. 17 MAY 0000 19 562. * 18 MAY 0200 45 5. * 19 MAY 0400 71 5. * 20 MAY 0600 97 5. 17 MAY 0100 20 390. * 18 MAY 0300 46 5. * 19 MAY 0500 72 5. * 20 MAY 0700 98 5. 17 MAY 0200 21 250. * 18 MAY 0400 47 5. * 19 MAY 0600 73 5. * 20 MAY 0800 99 5. 17 MAY 0300 22 96. * 18 MAY 0500 48 5. * 19 MAY 0700 74 5. * 20 MAY 0900 100 5. 17 MAY 0400 23 62. * 18 MAY 0600 49 5. * 19 MAY 0800 75 5. * 20 MAY 1000 101 5. 17 MAY 0500 24 47. * 18 MAY 0700 50 5. * 19 MAY 0900 76 5. * 17 MAY 0600 25 32. * 18 MAY 0800 51 5. * 19 MAY 1000 77 5. * 17 MAY 0700 26 28. * 18 MAY 0900 52 5. * 19 MAY 1100 78 5. * * * * *********************************************************************************************************************************** PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-0 24-HR 72-1112 100.00-1f2 (CIS) 01170 (CFS 846. 17.00 406. 129. 49. 36. (INCHES 1.253 1.589 1.802 1.867 (AC- 201. 255. 289. 300. CUMULATIVE AREA = 3.01 SQ MI Page 24 STATION 02ADD2 (0) OUTFLOW O. 100. 200. 300. 400. 500. 600. 700. 800. 900. 0. 0. 0. DAHRMN PER 160600 10 . . 160700 20 . 160800 30 . 160900 40 . 161000 5.0 . 161100 6.0 . 161200 7.0 161300 80 161400 9. 0 161500 10. 0 161600 11 0 161700 12. 0 161800 13. 0. . 161900 14. 0 162000 15. 0 . . 162100 16. 0 162200 17. 0 162300 18. o 170000 19. 0 170100 20. 0. 170200 21 0 170300 22. 0 . . 170400 23. 0 170500 24. 0 • 170600 25. 0 170700 26. 0 170800 27. 0 170900 28.0 171000 29.0 171100 30.0 . 171200 31. 0 171300 32 0 171400 33 0 171500 34. 0 • 171600 35. 0 • . 171700 36.0 ••• • 171800 37.0 •• 171900 38. 0. •• • . • 172000 39. 0 • . • 172100 40.0 • • • • • . • • 172200 41 0 172300 420 ••• 180000 430 • • •• • • • • 180100 440 •••• • • • 180200 450 ••• • 180300 460 ••• • • 180400 470 • • . 180500 480 • • • • • 180600 490 ••• • 180700 500 •• 180800 510 • 180900 520 •• Page 25 181000 530 ••••••••• 181100 540 •••••••••• 181200 550 •••••••• 181300 560 ••• 181400 570 ••••••••• 181500 580 •••••••••• 181600 590 ••••••••• 181700 600 •••••••••• 181800 610 181900 620 ••• 182000 630 ••••••••• 182100 640 ••••••••• 182200 650 . •• 102300 GC0 ••••••••• 190000 670 ••••••••• 190100 680 •••••••• 190200 690 ••••••••• 190300 700 •••••••• 190400 710 190500 720 ••••••• 190600 730 •••••••• 190700 740 •••••• 190800 750 ••••• 190900 760 •••• 191000 770 ••• 191100 7800•••••• 191200 790 •••••• 191300 800 •••• 101400 810 191500 820 •• 191600 8300••••••• 191700 840 •••• 191800 850 0 • 191900 860 •• 192000 e70 . ••• 192100 880 •••••••• 192200 890 • 192300 900 • 200000 910 200100 920 •••• 200200 930 •••••• 200300 940 •••••• 200400 950 ••• 200500 960 •5•••• 200600 970 ' 200700 980 5 ' 200800 990 5 . 200900 1000 5 0 5 5 . 201000 10105•••• Page 26 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 63 KK * RSERV * * * ************** ROUTING THROUGH SHELDRAKE RESERVOIR UISING VOLUME-ELEVATION DATA 65 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 101 LAST ORDINATE PUNCHED OR SAVED TIMINT 1.000 TIME INTERVAL IN HOURS HYDROGRAPH ROUTING DATA 66 RS STORAGE ROUTING NST.PS 1 NUMBER OF S'.BREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 128.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIEtirT 67 SV STORAGE .0 9.8 187.2 257.4 300.9 333.8 347.9 381.1 403.2 411.5 470.0 658.0 69 SQ DISCHARGE 0. 0. O. O. O. 0 52. 53. 54 54 404. 10514. 71 SE ELEVATION 109.60 113.60 124.60 127.50 129.30 130.49 131 .00 132.20 133.00 133.30 135.00 140.00 *** *** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 404. TO 10514. THE ROUTED CBE INGOSCILLATIONS WSE( EAA _ NREA CH. THIS CAN E CORRECTED BY REASINTHE TIME INTERVAL OR INCREASING LONGER *********************************************************************************************************************************** HYDROGRAPH AT STATION RSERV *********************************************************************************************************************************** * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 16 MAY 0600 1 O. 269.5 128.0 * 17 MAY 1600 35 53. 386.6 132.4 * 19 MAY 0200 69 5. 335.1 130.5 Page 27 16 MAY 0700 2 O. 269.8 128.0 * 17 MAY 1700 36 53. 383.2 132.3 * 19 MAY 0300 70 5. 335.1 130.5 16 MAY 0800 3 O. 270.2 128.0 * 17 MAY 1800 37 53. 379.4 132.1 * 19 MAY 0400 71 5. 335.1 130.5 16 MAY 0900 4 O. 270.6 128.0 * 17 MAY 1900 38 53. 379.1 132.1 * 19 MAY 0500 72 5. 335.0 130.5 16 MAY 1000 5 O. 271.2 128.1 * 17 MAY 2000 39 53. 379.8 132.2 * 19 MAY 0600 73 5. 335.0 130.5 16 MAY 1100 6 0. 272.0 128.1 * 17 MAY 2100 40 53. 377.1 132.1 * 19 MAY 0700 74 5. 335.0 130.5 16 MAY 1200 7 O. 272.5 128.1 * 17 MAY 2200 41 52. 373.4 131.9 * 19 MAY 0800 75 5. 335.0 130.5 16 MAY 1300 8 O. 272.9 128.1 * 17 MAY 2300 42 52. 369.5 131 .8 * 19 MAY 0900 76 5. 335.0 130.5 16 MAY 1400 9 O. 274.8 128.2 * 18 MAY 0000 43 52. 365.5 131.6 * 19 MAY 1000 77 5. 335.0 130.5 16 MAY 1500 10 O. 278.6 128.4 * 18 MAY 0100 44 52. 361.6 131.5 * 19 MAY 1100 78 5. 335.0 130.5 16 MAY 1600 11 0. 282.3 128.5 * 18 MAY 0200 45 52. 357.7 131.4 * 19 MAY 1200 79 5. 335.0 130.5 16 MAY 1700 12 O. 285.7 128.7 * 18 MAY 0300 46 52. 353.7 131.2 * 19 MAY 1300 80 5. 335.0 130.5 16 MAY 1800 13 0. 290.9 128.9 * 18 MAY 0400 47 52. 349.8 131.1 * 19 MAY 1400 81 5. 335.0 130.5 16 MAY 1900 14 O. 296.4 129.1 * 18 MAY 0500 48 45. 346.2 130.9 * 19 MAY 1500 82 5. 335.0 130.5 16 MAY 2000 15 O. 299.5 129.2 * 18 MAY 0600 49 35. 343.3 130.0 * 19 MAY 1500 33 5. 335.0 130.5 16 MAY 2100 16 O. 302.7 129.4 * 18 MAY 0700 50 27. 341.1 130.8 * 19 MAY 1700 84 5. 335.0 130.5 16 MAY 2200 17 O. 317.5 129.9 * 18 MAY 0800 51 21. 339.5 130.7 * 19 MAY 1800 85 5. 335.0 130.5 16 MAY 2300 18 52. 363.4 131.6 * 18 MAY 0900 52 17. 338.3 130.7 * 19 MAY 1900 86 5. 335.0 130.5 17 MAY 0000 19 81. 416.1 133.4 * 18 MAY 1000 53 13. 337.5 130.6 * 19 MAY 2000 87 5. 335.0 130.5 17 MAY 0100 20 238. 442.2 134.2 * 18 MAY 1100 54 11. 336.8 130.6 * 19 MAY 2100 88 5. 335.0 130.5 17 MAY 0200 21 270. 447.7 134.4 * 18 MAY 1200 55 9. 336.4 130.6 * 19 MAY 2200 89 5. 335.0 130.5 17 MAY 0300 22 232. 441.3 134.2 * 18 MAY 1300 56 8. 336.0 130.6 * 19 MAY 2300 90 5. 335.0 130.5 17 MAY 0400 23 171. 431.2 133.9 * 18 MAY 1400 57 7. 335.8 130.6 * 20 MAY 0000 91 5. 335.0 130.5 17 MAY 0500 24 125. 423.4 133.6 * 18 MAY 1500 58 6. 335.6 130.6 * 20 MAY 0100 92 5. 335.0 130.5 17 MAY 0600 25 91. 417.8 133.5 * 18 MAY 1600 59 6. 335.4 130.5 * 20 MAY 0200 93 5. 335.0 130.5 17 MAY 0700 26 67. 413.7 133.4 * 18 MAY 1700 60 6. 335.3 130.5 * 20 MAY 0300 94 5. 335.0 130.5 17 MAY 0800 27 54. 410.6 133.3 * 18 MAY 1800 61 5. 335.3 130.5 * 20 MAY 0400 95 5. 335.0 130.5 17 MAY 0900 28 54. 407.3 133.1 * 18 MAY 1900 62 5. 335.2 130.5 * 20 MAY 0500 96 5. 335.0 130.5 17 MAY 1000 29 54. 403.7 133.0 * 18 MAY 2000 63 5. 335.2 130.5 * 20 MAY 0600 97 5. 335.0 130.5 17 MAY 1100 30 53. 309.8 132.9 * 18 MAY 2100 64 5. 335.1 130.5 * 20 MAY 0700 08 5 335.0 130.5 17 MAY 1200 31 53. 396.3 132.7 * 18 MAY 2200 65 5. 335.1 130.5 * 20 MAY 0800 99 5. 335.0 130.5 17 MAY 1300 32 53. 393.6 132.6 * 18 MAY 2300 66 5. 335.1 130.5 * 20 MAY 0900 100 5. 335.0 130.5 17 MAY 1400 33 53. 391.3 132.6 * 19 MAY 0000 67 5. 335.1 130.5 * 20 MAY 1000 101 5. 335.0 130.5 17 MAY 1500 34 53. 389.1 132.5 * 1.9 MAY' 0100 68 5. 335.1 130.5 * * * ************w**.***w***********,.*arc****aye***.*******� fle ak*wwfir*******w*******************w****Neye****ww**ve Nr*w*w*** **aK ar***„..,*****ak ***w PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 100.00-HR (CFS) (HR) ((CFS) (INCHES) 270. 20.00 1.094 1.431 187. 1 .459 89. 39. 28. (AC-FFr) 93. 176. 230. 234. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 100.00-HR (AC-FT) (HR) 448. 20.00 434. 402. 360. 344. PEAK STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 100.00-HR (FEET) (HR) 134.35 20.00 133.95 132.92 131.42 130.84 CUMULATIVE AREA = 3.01 SQ MI Page 28 STATION RSERV (I) INFLOW, (0) OUTFLOW O. 100. 200. 300. 400. 500. 600. 700. 800. 900. O. O. O. (S) STORAGE 0. 0. O. O. O. O. 250. 300. 350. 400. 450. O. O. DAHRMN PER 160600 1I . . . . . S . . . 160700 2I . S 160800 3I . S . 160900 4I . . . . . S . . . 161000 50I . S 161100 60I S 151200 70I . . . . . c . 161300 8I . S 161400 90 I . . S 161500 100 I . . S 161600 110 . I S 161700 120 I S . 161800 130 I. S 161900 140 I . S. . 162000 150 I . S 162100 160 I . .S 162200 170 . . I . . S . 162300 18. 0 . . . . . . . . S I . 170000 19. 0 . . . . . I . . . . S 170100 20. . . 0I 0 1. . . . S 170200 21 S S 170300 22. I 0 . . . . . . . 170400 23. I . 0 . . . S 170500 24. I 0 S . 170600 25. I 0. S 170700 26. 1 0 . S . 170800 27. I 0 . . . S 170900 28.I 0 . . S 171000 29.1 0 . . . . S 171100 30.I 0 S 171200 31. I 0 171300 32. I 0 . . . . S. 171400 33. I 0 . . . S S . 171500 34. I 0 . . S . 171600 35. I 0 . . S . . 171700 36.I 0 . . . S . 171800 37.I 0 . . . . S . 171900 38. 0 I. S 172000 39. I 0 . S . 172100 40.I 0 . . S 172200 41 I 0 S 172300 42I 0 . . S 180000 43I 0 . . . S . 180100 44I 0 . S . 180200 45I 0 . _S 180300 46I 0 . . S _ . 180400 47I 0 . . S. . 180500 48I 0 . 180600 49I 0 . S. . 180700 50I 0 . . S Page 29 180800 51I 0 S 180900 52I 0 S 181000 53I0 S 181100 54I0 • S 181200 55I0 S 181300 56I0 • S 181400 57I0 S • 181500 58I0 • S 181600 59I0 S 181700 6010 S 181800 6110 s 181900 62I0 S 182000 631 s 182100 &4I S 182200 65I • • S 182300 66I • S 190000 67I • • S • 190100 681 • S 190200 69I • S 190300 70I • • S 190400 71I S • 190500 72I - S • 190600 73I - • • 190700 741 S 190800 75I S 190900 76I • S 191000 771 S 191100 78I - - - . S • • - 191200 791 • - 191300 801 • 191400 811 S 191500 82I - S . 191600 83I • 191700 84I S 191800 851 S 191900 86Z . S • 192000 871 . 192100 88I S • 192200 89I S. 192300 901 • S 200000 911 S " 200100 92I S • 200200 93I . 5 S • 200300 94I - S • 200400 95I - S 200500 961 • S 200600 971 • S 200700 98I - S , 200800 991 S 200900 1001 S •• 201000 1011 - - - " Page 30 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 73 KK * OBSVD * * * ************** OBSERVED OUTFLOW HYDROGRAPH AT SHElDRAKE RESERVOIR BASED ON ALAN MASON'S DATA 76 IN TIME DATA FOR INPUT TIME SERIES JXMIN 60 TIME INTERVAL IN MINUTES JXDATE 16MAY90 STARTING DATE JXTIME 2200 STARTING TIME *** COMPUTE STAGES FROM GIVEN RATING DATA 77 HQ FLOW O. O. O. O. O. O. 52. 53. 54. 54. 79 HE STAGE 109.6 113.6 124.6 127.5 129.3 130.5 131.0 132.2 133.0 133.3 FLOW 404. 10514. STAGE 135.0 140.0 *********************************************************************************************************************************** HYDROGRAPH AT STATION OBSVD ***********************************************************aye************************************************ye********************* * * DA MON HRMN ORD FLOW STAGE * DA MON HRMN ORD FLOW STAGE * DA MON HRMN ORD FLOW STAGE * * 16 MAY 0600 1 O. 130.5 * 17 MAY 1600 35 53. 132.4 * 19 MAY 0200 69 5. 130.5 16 MAY 0700 2 0. 130.5 * 17 MAY 1700 36 53. 132.3 * 19 MAY 0300 70 5. 130.5 16 MAY 0800 3 O. 130.5 * 17 MAY 1800 37 53. 132.1 * 19 MAY 0400 71 5. 130.5 16 MAY 0900 4 O. 130.5 * 17 MAY 1900 38 53. 132.1 * 19 MAY 0500 72 5. 130.5 16 MAY 1000 5 O. 130.5 * 17 MAY 2000 39 53. 132.2 * 19 MAY 0600 73 5. 130.5 16 MAY 1100 6 O. 130.5 * 17 MAY 2100 40 53. 132.1 * 19 MAY 0700 74 5. 130.5 16 MAY 1200 7 O. 130.5 * 17 MAY 2200 41 52. 131.9 * 19 MAY 0800 75 5. 130.5 16 MAY 1300 8 O. 130.5 * 17 MAY 2300 42 52. 131.8 * 19 MAY 0900 76 5. 130.5 16 MAY 1400 9 0. 130.5 * 18 MAY 0000 43 52. 131.6 * 19 MAY 1000 77 5. 130.5 16 MAY 1500 10 0. 130.5 * 18 MAY 0100 44 52. 131.5 * 19 MAY 1100 78 5. 130.5 16 MAY 1600 11 O. 130.5 * 18 MAY 0200 45 52. 131.4 * 19 MAY 1200 79 5. 130.5 16 MAY 1700 12 O. 130.5 * 18 MAY 0300 46 52. 131.2 * 19 MAY 1300 80 5. 130.5 16 MAY 1800 13 O. 130.5 * 18 MAY 0400 47 52. 131.1 * 19 MAY 1400 81 5. 130.5 16 MAY 1900 14 O. 130.5 * 18 MAY 0500 48 45. 130.9 * 19 MAY 1500 82 5. 130.5 16 MAY 2000 15 O. 130.5 * 18 MAY 0600 49 35. 130.8 * 19 MAY 1600 83 5. 130.5 16 MAY 2100 16 0. 130.5 * 18 MAY 0700 50 27. 130.8 * 19 MAY 1700 84 5. 130.5 16 MAY 2200 17 O. 130.5 * 18 MAY 0800 51 21. 130.7 * 19 MAY 1800 85 5. 130.5 16 MAY 2300 18 52. 131.6 * 18 MAY 0900 52 17. 130.7 * 19 MAY 1900 86 5. 130.5 17 MAY 0000 19 81. 133.4 * 18 MAY 1000 53 13. 130.6 * 19 MAY 2000 87 5. 130.5 Page 31 17 MAY 0100 20 238. 134.2 * 18 MAY 1100 54 11. 130.6 * 19 MAY 2100 88 5. 130.5 17 MAY 0200 21 270. 134.4 * 18 MAY 1200 55 9. 130.6 * 19 MAY 2200 89 5. 130.5 17 MAY 0300 22 232. 134.2 * 18 MAY 1300 56 8. 130.6 * 19 MAY 2300 90 5. 130.5 17 MAY 0400 23 171. 133.9 * 18 MAY 1400 57 7. 130.6 * 20 MAY 0000 91 5. 130.5 17 MAY 0500 24 125. 133.6 * 18 MAY 1500 58 6. 130.6 * 20 MAY 0100 92 5. 130.5 17 MAY 0600 25 91. 133.5 * 18 MAY 1600 59 6. 130.5 * 20 MAY 0200 93 5. 130.5 17 MAY 0700 26 67. 133.4 * 18 MAY 1700 60 6. 130.5 * 20 MAY 0300 94 5. 130.5 17 MAY 0800 27 54. 133.3 * 18 MAY 1800 61 5. 130.5 * 20 MAY 0400 95 5. 130.5 17 MAY 0900 28 54. 133.1 * 18 MAY 1900 62 5. 130.5 * 20 MAY 0500 96 5. 130.5 17 MAY 1000 29 54. 133.0 * 18 MAY 2000 63 5. 130.5 * 20 MAY 0600 97 5. 130.5 17 MAY 1100 30 53. 132.9 * 18 MAY 2100 64 5. 130.5 * 20 MAY 0700 98 5. 130.5 17 MAY 1200 31 53. 132.7 * 18 MAY 2200 65 5. 130.5 * 20 MAY 0800 99 5. 130.5 17 MAY 1300 32 53. 132.6 * 18 MAY 2300 66 5. 130.5 * 20 MAY 0900 100 5. 130.5 17 MAY 1400 33 53. 132.6 * 19 MAY 0000 57 5. 130.5 * 20 MAY 1000 101 5. 130. 17 MAY 1500 34 53. 132.5 * 19 MAY 0100 68 5. 130.5 * * * *********************************************************************************************************************************** MAXIMUM STAGE IS 134.35 *********************************************************************************************************************************** HYDROGRAPH AT STATION OBSVD *********************************************************************************************************************************** * DA MON HRNNV ORD COMP Q COMP STAGE OBS STAGE STAGE D1FF- * DA MON HRMN ORI) COMP C( COMP STAGE OBS STAGE SFAGE DIFF * 16 MAY 0500 1 O. 130.49 130.50 - .01 * 18 MAY 0900 52 17. 130.55 133.15 2.50 16 MAY 0700 2 0. 130.49 130.50 -.01 * 18 MAY 1000 53 13. 130.62 133.15 -2.53 16 MAY 0800 3 O. 130.49 130.50 -.01 * 18 MAY 1100 54 11. 130.60 133.15 -2.55 16 MAY 0900 4 O. 130.49 130.50 -.01 * 18 MAY 1200 55 9. 130.58 133.15 --2.57 16 MAY 1000 5 O. 130.49 130.50 -.01 * 18 MAY 1300 56 8. 1.30.57 13.3. 15 -1.58 16 MAY 1100 6 0. 130.49 130.50 -.01 * 18 MAY 1400 57 7. 130.56 133.15 -2.59 16 MAY 1200 7 0. 130.49 130 50 -.01 * 18 MAY 1500 58 6. 130. 55 133 15 -2 60 16 MAY 1300 8 0. 130.49 130.50 -.01 * 18 MAY 1600 59 6. 130.55 133.15 -2.60 16 MAY 1400 9 0. 130.49 130.50 -.01 * 18 MAY 1700 60 6. 130.54 133 15 -2 61 16 MAY 1500 10 O. 130.49 130.50 -.01 * 18 MAY 1800 61 5. 130.54 133 15 -2.61 16 MAY 1600 11 0. 130.49 130.50 -.01 * 18 MAY 1900 62 5. 130.54 133.15 -2.61 16 MAY 1700 12 O. 130.49 130.50 -.01 * 18 MAY 2000 63 5. 130.34 133.15 -2.61 16 MAY 1800 13 0. 130.49 130.50 -.01 * 18 MAY 2100 64 5. 130.54 133.15 -2.61 16 MAY 1900 14 0. 130.49 130.50 -.01 * 18 MAY 2200 65 5. 130.54 133.15 -2.61 16 MAY 2000 15 O. 130.49 130.50 -.01 * 18 MAY 2300 66 5. 130.54 133.15 -2.61 16 MAY 2100 16 O. 130.49 130.50 -.01 * 19 MAY 0000 67 5. 130.54 133.15 -2.61 16 MAY 2200 17 O. 130.49 130.50 -.01 * 19 MAY 0100 68 5. 130.54 133.15 -2.61 16 MAY 2300 18 52. 131.56 132.00 -.44 * 19 MAY 0200 69 5. 130.54 133.15 -2.61 17 MAY 0000 19 81. 133.43 133.50 -.07 * 19 MAY 0300 70 5. 130.54 133.15 -2.61 17 MAY 0100 20 238. 134.19 134.40 -.21 * 19 MAY 0400 71 5. 130.53 133.15 _2.62 17 MAY 0200 21 270. 134.35 134.45 -.10 * 19 MAY 0500 72 5. 130.53 133.15 62 17 MAY 0300 22 232. 134.16 134.40 -.24 * 19 MAY 0600 73 5. 130.53 133. 15 -2.62 17 MAY 0400 23 171. 133.87 134.20 -.33 * 19 MAY 0700 74 5. 130.53 133.15 -2.62 17 MAY 0500 24 125. 133.65 134.10 -.45 * 19 MAY 0800 75 5. 130.53 133.15 --2.62 17 MAY 0600 25 91. 133.48 134.00 -.52 * 19 MAY 0900 76 5. 130.53 133.15 -2.62 17 MAY 0700 26 67. 133.36 133.90 -.54 * 19 MAY 1000 77 5. 130.53 133.15 -2.62 17 MAY 0800 27 54. 133.27 133.85 -.58 * 19 MAY 1100 78 5. 130.53 133.15 -2.62 17 MAY 0900 28 54. 133.15 133.80 -.65 * 19 MAY 1200 79 5. 130.53 133.15 -2.62 17 MAY 1000 29 54. 133.02 133.75 -.73 * 19 MAY 1300 80 5. 130.53 133.15 -2.62 Page 32 17 MAY 1100 30 53. 132.88 133.70 -.82 * 19 MAY 1400 81 5. 130.53 133.15 -2.62 17 MAY 1200 31 53. 132.75 133.65 -.90 * 19 MAY 1500 82 5. 130.53 133.15 -2.62 17 MAY 1300 32 53. 132.65 133.60 -.95 * 19 MAY 1600 83 5. 130.53 133.15 -2.62 17 MAY 1400 33 53. 132.57 133.55 -.98 * 19 MAY 1700 84 5. 130.53 133.15 -2.62 17 MAY 1500 34 53. 132.49 133.50 -1.01 * 19 MAY 1800 85 5. 130.53 133.15 -2.62 17 MAY 1600 35 53. 132.40 133.45 -1.05 * 19 MAY 1900 86 5. 130.53 133.15 -2.62 17 MAY 1700 36 53. 132.27 133.35 -1.08 * 19 MAY 2000 87 5. 130.53 133.15 -2.62 17 MAY 1800 37 53. 132.14 133.35 -1.21 * 19 MAY 2100 88 5. 130.53 133.15 -2.62 17 MAY 1900 38 53. 132.13 133.35 -1.22 * 19 MAY 2200 89 5. 130.53 133.15 -2.62 17 MAY 2000 39 53. 132.15 133.25 -1 .10 * 19 MAY 2300 90 5. 130.53 133.15 -2.62 17 MAY 2100 40 53. 132.06 133.20 -1.14 * 20 MAY 0000 91 5. 130.53 133.15 -2.62 17 MAY 2200 41 52. 131.92 133.15 -1.23 * 20 MAY 0100 92 5. 130.53 133.15 -2.62 17 MAY 2300 42 52. 131.78 133.15 -1 .37 * 20 MAY 0200 93 5. 130.53 133. 15 -2.62 18 MAY 0000 43 52. 131.54 133.16 -1.51 * 20 MAY 0300 94 5. 130.53 133.15 -2.62 18 MAY 0100 44 52. 131.49 133.15 -1.66 * 20 MAY 0400 95 5. 130.53 133.15 -2.62 18 MAY 0200 45 52. 131.35 133.15 -1.80 * 20 MAY 0500 96 5. 130.53 133.15 -2.62 18 MAY 0300 46 52. 131.21 133.15 -1.94 * 20 MAY 0600 97 5. 130.53 133.15 -2.62 18 MAY 0400 47 52. 131.07 133.15 -2.08 * 20 MAY 0700 98 5. 130.53 133.15 -2.62 18 MAY 0500 48 45. 130.94 133.15 -2.21 * 20 MAY 0800 99 5. 130.53 133.15 -2.62 18 MAY 0600 49 35. 130.83 133.15 -2.32 * 20 MAY 0900 100 5. 130.53 133.15 -2.62 18 MAY 0700 50 27. 130.75 133.15 -2.40 * 20 MAY 1000 101 5. 130.53 133.15 -2.62 18 MAY 0800 51 21. 130.70 133.15 -2.45 * *********************************************************************************************************************************** Page 33 STATION OBSVD (0) OUTFLOW O. 40. 80. 120. 160. 200. 240. 280. O. 0. 0. O. 0. (S) COMPUTED STAGE (*) OBSERVED STAGE O. O. O. O. O. O. 130. 131. 132. 133. 134. 135. O. DAJ-NMN PER 160600 tos 160700 20S 160800 30S 160900 40S ' 161000 50S 161100 60S 101200 7C . 161300 80S . 161400 90S . 161500 100S 161600 110 S 161700 120s 161800 130S 161900 140S 162000 150S 162100 160S 162200 170S 162300 18. . 0S * • 170000 19. 0 . S* 170100 20. 0. S 170200 21 0 0 S S 170300 • 170400 23. 0 S 170500 24. 0 S .* 170600 25. 0 S * 170700 26. 0 S * 170800 27. O S 170900 28. 0S 171000 29. . 0 S * 171100 30 0S. * 171200 31 . . . . . .0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S. . . * . . . 171300 32. OS 171400 33. O 171500 34. 0S 171600 35. 0 . * S 171700 36. 0S 171800 37. . 00 .S * 171900 38. 'S * 172000 39. . 00 . S . * 172100 40. 0 .S 172200 41 0 S * 172300 42. 00 S .* . 180000 43. 0 S .* 180100 44. 0 S 180200 45. 0 S 180300 46. 0 • • S 180400 47. 0 .S .* 180500 48. O S. 180600 49. O• 0 S • * 180700 50. 0 0 S . .* Page 34 180800 51 0 S * 180900 52. 0 S .* . 181000 53. 0 . . . . S . .* . 181100 54. 0 . . . . . S . . .* . 181200 55. 0 . . S . .* . 181300 56. 0 . . S •* . 181400 57. 0 . . . . . S . . .* . 181500 58. 0 . . . . . S . . .* 181600 59.0 . S .* . 181700 60.0 . S .* . 181800 61 0 S * 181900 62.0 . S .* 182000 63.0 . S .* 162100 04.0 . . . . . . S . . .* . . 182200 65.0 . . . . . . S . .* . 182300 66.0 . . . . . . S . . .* . 190000 67.0 . . . . . . S . . .* 190100 68.0 . . . . . . S . . .* 190200 69.0 . . . . . . S . . .* . 190300 70.0 . . . . . . S . . .* 190400 71 0 S * 190500 72.0 . S .* . 190600 73.0 . S .* 190700 74.0 S .* . 190800 75.0 . . . . . . S . .* . 190900 76.0 . S .* . 191000 77.0 . . . . . . S . .* . 191100 78.0 . S .* 191200 79.0 . . . . . . S . . .* 191300 80.0 . . . . . S . .* . 191400 81 0 S 191500 82.0 . . . . . . S . . .* . 191600 83.0 . . . . . . S . .* 191700 84.0 S .* 191800 85.0 . . S . 191900 86.0 S _ .* 192000 87 0 . S . .* 192100 88.0 . . * 192200 69.0 . . . . . S . 192300 90.0 . . . S . .* 200000 91 0 S * 200100 92.0 . . . . . . S . . .* 200200 93.0 . . S . .* . 200300 94.0 . S . .* . 200400 95.0 . S .* 200500 96.0 . . . . . . S . . .* . 200600 97.0 . . . S .* 200700 98.0 . S 200800 99.0 . S . . .* . 200900 100.0 . . S . .* . 201000 101.0 . S .* Page 35 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 84 KK * RSTO4 * * * ************** ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO JINCTION OF Si IELDRAKE WITH EASTERN BRANCH (POINT 4) 87 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL O. HYDROGRAPH PLOT SCALE IPNCH 0 PINCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PINCHED OR SAVED ISAV2 101 LAST ORDINATE PUNCHED OR SAVED TIMINT 1 .000 -LIME INTERVAL IN HOURS HYDRUGRAPH ROUTING DATA 88 RT TATUM OR STRADDLE-STAGGER ROUTING NSTPS 1 NUMBER OF TATUM STEPS NSTDL 4 NUMBER OF ORDINATES TO BE AVERAGED LAG 1 NUMBER OF IN I EHVALS TO LAG HYDROGRAPH *********************************************************************************************************************************** HYDROGRAPH AT STATION RST04 *******************************************************************************sic******o W k**************************************+d***** * * * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * * * 16 MAY 0600 1 O. * 17 MAY 0800 27 84. * 18 MAY 1000 53 19. * 19 MAY 1200 79 5. 16 MAY 0700 2 0. * 17 MAY 0900 28 67. * 18 MAY 1100 54 15. * 19 MAY 1300 80 5. 16 MAY 0800 3 O. * 17 MAY 1000 29 57. * 18 MAY 1200 55 13. * 19 MAY 1400 81 5. 16 MAY 0900 4 O. * 17 MAY 1100 30 54. * 18 MAY 1300 56 10. * 19 MAY 1500 82 5. 16 MAY 1000 5 O. * 17 MAY 1200 31 54. * 18 MAY 1400 57 9. * 19 MAY 1600 83 5. 16 MAY 1100 6 O. * 17 MAY 1300 32 53. * 18 MAY 1500 58 8. * 19 MAY 1700 84 5. 16 MAY 1200 7 O. * 17 MAY 1400 33 53. * 18 MAY 1600 59 7. * 19 MAY 1800 85 5. 16 MAY 1300 8 0. * 17 MAY 1500 34 53. * 18 MAY 1700 60 6. * 19 MAY 1900 86 5. 16 MAY 1400 9 O. * 17 MAY 1600 35 53. * 18 MAY 1800 61 6. * 19 MAY 2000 87 5. 16 MAY 1500 10 O. * 17 MAY 1700 36 53. * 18 MAY 1900 62 5. * 19 MAY 2100 88 5. 16 MAY 1600 11 O. * 17 MAY 1800 37 53. * 18 MAY 2000 63 5. * 19 MAY 2200 89 5. 16 MAY 1700 12 O. * 17 MAY 1900 38 53. * 18 MAY 2100 64 5. * 19 MAY 2300 90 5. 16 MAY 1800 13 O. * 17 MAY 2000 39 53. * 18 MAY 2200 65 5. * 20 MAY 0000 91 5. 16 MAY 1900 14 O. * 17 MAY 2100 40 53. * 18 MAY 2300 66 5. * 20 MAY 0100 92 5. Page 36 16 MAY 2000 15 O. * 17 MAY 2200 41 53. * 19 MAY 0000 67 5. * 20 MAY 0200 93 5. 16 MAY 2100 16 O. * 17 MAY 2300 42 52. * 19 MAY 0100 68 5. * 20 MAY 0300 94 5. 16 MAY 2200 17 O. * 18 MAY 0000 43 52. * 19 MAY 0200 69 5. * 20 MAY 0400 95 5. 16 MAY 2300 18 13. * 18 MAY 0100 44 52. * 19 MAY 0300 70 5. * 20 MAY 0500 96 5. 17 MAY 0000 19 33. * 18 MAY 0200 45 52. * 19 MAY 0400 71 5. * 20 MAY 0600 97 5. 17 MAY 0100 20 93. * 18 MAY 0300 46 52. * 19 MAY 0500 72 5. * 20 MAY 0700 98 5. 17 MAY 0200 21 160. * 18 MAY 0400 47 52. * 19 MAY 0600 73 5. * 20 MAY 0800 99 5. 17 MAY 0300 22 205. * 18 MAY 0500 48 50. * 19 MAY 0700 74 5. * 20 MAY 0900 100 5. 17 MAY 0400 23 228. * 18 MAY 0600 49 46. * 19 MAY 0800 75 5. * 20 MAY 1000 101 5. 17 MAY 0500 24 200. * 18 MAY 0700 50 40. * 19 MAY 0900 76 5 * 17 MAY 0600 25 155. * 18 MAY 0800 51 32. * 19 MAY 1000 77 5. * 17 MAY 0700 26 114. * 18 MAY 0900 52 25. * 19 MAY 1100 78 5. * * * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 100.00-HR (CFS) (HR) (CFS 228. 22.00 175. 87. 39. 28. (INd-ES5 .541 1.078 1.427 1.455 (AC- 87. 173. 229. 234. CUMULATIVE AREA = 3.01 SQ MI Page 37 STATION RSTO4 (I) INFLOW, (0) OUTFLOW 0. 40. 80. 120. 160. 200. 240. 280. 0. 0. 0. 0. 0. DAFPM1 PER 160600 1I . . . . . . . 160700 2I . 160800 3I . . . . . . . . . . 160900 4I . . . . . . . . 161000 5I . . . 161100 6I . . 161200 7I . . . . . . . . . . 161300 8I . 161400 91 . . . . . . . . 161500 10I . . . . . . . . . 161600 11I 161700 12I . . . 161800 13I . 161900 14I . . 162000 15I . . 162100 16I . . . . 162200 17I . . 162300 18. 0 . I . . 170000 19. 0 . I . . . . 170100 20. . 0 I. . 170200 21 0 I 170300 22. . . .O I . . 170400 23. I 0 . 170500 24. .I 0 . 170600 25. . I 0. . 170700 26. I 0 . . 170800 27. . I .0 . . . 170900 28. . I 0 . . . . 171000 29. . I0 . 171100 30 I . 171200 31 I 171300 32. I 171400 33. . I . . 171500 34. . I . . 171600 35. . I 171700 36. . I . 171800 37. . I . 171900 38. . I . . 172000 39. . I . . 172100 40. . I . 172200 41 I 172300 42. I . 180000 43. . I . 180100 44. . I . . 180200 45. I . 180300 46. . I . . . . . 180400 47. I . 180500 48. .I 0 . . 180600 49. I.0 . . 180700 50. I 0 180800 51 I 0 180900 52. I 0 . . Page 38 181000 53. I 0 . . . 181100 54. I0 . . . 181200 55. IO . . . 181300 56. I0 . . 181400 57. I . . 181500 58. I . . . 181600 59.I0 . . . 181700 60.I0 . . 181800 61 I 181900 62.1 . 182000 63.I . . . 182100 64.I . . . 182200 65.I . . . 182300 65.1 . . 190000 67.I . . . 190100 68.I . . 190200 69.I . 190300 70.I . . 190400 71 I 190500 72.I . . 190600 73.I • 190700 74.I . . 190800 75.I . . 190900 76.I . . 191000 77.I . 191100 78.I . 191200 79.I . . 191300 80.I . . . 191400 81 I 191500 82.I 191600 83.I . " 191700 84.I . 191800 85.1 191900 86.I . S 192000 87 I . 192100 88.1 . 192200 89.I 192300 90.I 200000 91 I 200100 92.1 . 200200 93.I . 200300 94.I . . 200400 95.I . . 200500 96.I . " 200600 97.I . 200700 98.I • • . . 200800 99.I •• • ' 200900 100.I . 201000 101.I . Page 39 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 89 KK * OBSR * * * ************** 90 IN TIME DATA FOR INPUT TIME SERIES JXMIN 60 TIME INTERVAL IN MINUTES JXDATE 16MAY90 STARTING DATE JXTIME 2200 STARTING TIME • *** * * * COMPARISON OF COMPUTED AND OBSERVED HYDROGRAPHS * * ************************************************************************************************************************ * * TIME .4 TO LAC T * SIM OF EQUIV MEAN CENTER C.M. TO PEAK TIME OF * * FLOWS DEPTH FLOW OF MASS C.M. FLOW PEAK * * * COMPUTED HYDROGRAPH 2829. 1.456 28. 35.18 35.18 228. 22.00 * * OBSERVED HYDROGRAPH 5553. 2.859 55. 43.56 43.56 200. 21.00 * DIFFERENCE -2724. -1.403 -27. -8.38 -8.38 28. 1.00 * • PERCENT DIFFERENCE -49.06 -19.23 13.91 * STANDARD ERROR 36. AVERAGE ABSOLUTE ERROR 32. * * OBJECTIVE FUNCTION 35. AVERAGE PERCENT ABSOLUTE ERROR 66.56 * * ************************************************************************************************************************ *********************************************************************************************************************************** HYDROGRAPH AT STATION OBSR *********************************************************************************************************************************** * * DA MON HRMN ORD COMP Q OBS Q RESIDUE * DA MON HRMN ORD COMP Q OBS Q RESIDUL * DA MON HRMN ORD COMP Q OBS Q RESIDUL * * 16 MAY 0600 1 O. 55. -55. * 17 MAY 1600 35 53. 46. 7. * 19 MAY 0200 69 5. 41 . -36. 16 MAY 0700 2 O. 55. -55. * 17 MAY 1700 36 53. 45. 8. * 19 MAY 0300 70 5. 41 . -36. 16 MAY 0800 3 O. 55. -55. * 17 MAY 1800 37 53. 44. 9. * 19 MAY 0400 71 5. 41. -36. 16 MAY 0900 4 O. 55. -55. * 17 MAY 1900 38 53. 43. 10. * 19 MAY 0500 72 5. 41 . -36. 16 MAY 1000 5 O. 55. -55. * 17 MAY 2000 39 53. 42. 11. * 19 MAY 0600 73 5. 41 . -36. 16 MAY 1100 6 O. 55. -55. * 17 MAY 2100 40 53. 41. 12. * 19 MAY 0700 74 5. 41 . -36. Page 40 16 MAY 1200 7 0. 55. -55. * 17 MAY 2200 41 53. 41. 12. * 19 MAY 0800 75 5. 41. -36. 16 MAY 1300 8 0. 55. -55. * 17 MAY 2300 42 52. 41. 11. * 19 MAY 0900 76 5. 41. -36. 16 MAY 1400 9 0. 55. -55. * 18 MAY 0000 43 52. 41. 11. * 19 MAY 1000 77 5. 41. -36. 16 MAY 1500 10 0. 55. -55. * 18 MAY 0100 44 52. 41. 11. * 19 MAY 1100 78 5. 41. -36. 16 MAY 1600 11 0. 55. -55. * 18 MAY 0200 45 52. 41. 11. * 19 MAY 1200 79 5. 41. -36. 16 MAY 1700 12 0. 55. -55. * 18 MAY 0300 46 52. 41. 11. * 19 MAY 1300 80 5. 41. -36. 16 MAY 1800 13 0. 55. -55. * 18 MAY 0400 47 52. 41. 11. * 19 MAY 1400 81 5. 41 . -36. 16 MAY 1900 14 0. 55. -55. * 18 MAY 0500 48 50. 41. 9. * 19 MAY 1500 82 5. 41. -36. 16 MAY 2000 15 0. 55. -55. * 18 MAY 0600 49 46. 41. 5. * 19 MAY 1600 83 5. 41. -36. 16 MAY 2100 16 0. 55. -55. * 18 MAY 0700 50 40. 41 . -1 . * 19 MAY 1700 84 5. 41 . -36. 16 MAY 2200 17 0. 55. -55. * 18 MAY 0800 51 32. 41. -9. * 19 MAY 1800 85 5. 41. -36. 16 MAY 2300 18 13. 75. -62. * 18 MAY 0900 52 25. 41. -16. * 19 MAY 1900 86 5. 41. -36. 17 MAY 0000 19 33. 90. -57. * 18 MAY 1000 53 19. 41 . -22. * 19 MAY 2000 87 5. 41 . -36. 17 MAY 0100 20 93. 93. -5. * 18 MAY 1100 54 16. 41. -26. 19 MAY 2100 33 5. 41. -36. 17 MAY 0200 21 160. 150. 10. * 18 MAY 1200 55 13. 41. -28. * 19 MAY 2200 89 5. 41. -36. 17 MAY 0300 22 205. 200. 5. * 18 MAY 1300 56 10. 41. -31. * 19 MAY 2300 90 5. 41 . -36. 17 MAY 0400 23 228. 199. 29. * 18 MAY 1400 57 9. 41. -32. * 20 MAY 0000 91 5. 41. -36. 17 MAY 0500 24 200. 180. 20. * 18 MAY 1500 58 8. 41. -33. * 20 MAY 0100 92 5. 41. -36. 17 MAY 0600 25 155. 140. 15. * 18 MAY 1600 59 7. 41. -34. * 20 MAY 0200 93 5. 41. -36. 17 MAY 0700 26 114. 120. -6. * 18 MAY 1700 60 6. 41. -35. * 20 MAY 0300 94 5. 41. -36. 17 MAY 0800 27 84. 105. -21. * 18 MAY 1800 61 6. 41. -35. * 20 MAY 0400 95 5. 41. -36. 17 MAY 0900 28 67. 102. -35. * 18 MAY 1900 62 5. 41. -36. * 20 MAY 0500 96 5. 41. -36. 17 MAY 1000 29 57. 90. -33. * 18 MAY 2000 63 5. 41. -36. * 20 MAY 0600 97 5. 41. -35. 17 MAY 1100 30 54. 80. -26. * 18 MAY 2100 64 5. 41. -36. * 20 MAY 0700 98 5. 41. -36. 17 MAY 1200 31 54. 70. -16. * 18 MAY 2200 65 5. 41. -36. * 20 MAY 0800 99 5. 41. -36. 17 MAY 1300 32 53. 60. -7. * 18 MAY 2300 66 5. 41. -36. * 20 MAY 0900 100 5. 41. -36. 17 MAY 1400 33 53. 50. 3. * 19 MAY 0000 67 5. 41. -36. * 20 MAY 1000 101 5. 41. -36. 17 MAY 1500 34 53. 47. 6. * 19 MAY 0100 68 5. 41. -36. * * * *********************************************************************************************************************************** Page 41 STATION OBSR (I) INFLOW, (0) OUTFLOW, (*) OBSERVED FLOW 0. 40. 80. 120. 160. 200. 240. 0. 0. 0. 0. 0. 0. DAHRIvN PER 160600 1I . * . ' 160700 2I . * . 160800 31 . * . . . . . . . 160900 41 . * . . 161000 51 * . 161100 61 . * . . 161200 71 . * . 161300 8I . * 151400 91 . * . . . . . . . . . 161500 10I . * . 161600 11I * 161700 121 . * . 161800 13I . * . . . . 161900 141 . * . . . . . . . . . 162000 15I . * . 162100 16I . * . 162200 171 . * . 162300 18I 0 *• . 170000 191 0 . . * . . 170100 201 . 0 * . ' 170200 21I * 0 170300 221 *0 . 170400 231 * 0 . . 170500 241 * 0 . 170600 25I * 0. 170700 2610 * . 170800 271 .0 * . . 170900 2810 . * . 171000 29I . 0 . * . 171100 30T 0 * 171200 311 0 * 171300 32I 0 * . 171400 331 . * . 171500 341 . *0 . . . 171600 351 *0 171700 36I .* 0 • 171800 37I .* 0 ' 171900 38I .* 0 . • 172000 39I .* 0 • . 172100 401 * 0 . 172200 41I * 0 172300 421 * 0 • • • • • 180000 431 * 0 • •• • • • • 180100 441 * 0 . • 180200 451 * 0 • • •• . • • 180300 461 * 0 • • 180400 47I * 0 180500 48I * 0 180600 491 *0 • •• •• • • • • 180700 50I * • • • ••• • 180800 511 . . . 0 * 180900 52I 0 * •• Page 42 181000 53I 0 * . 181100 54I 0 * 181200 55I 0 * • 181300 561 0 * . 181400 57I 0 * • 181500 581 0 * 181600 591 0 * ' 181700 601 0 * 181800 6110 * 181900 6210 * 182000 6310 * . 182100 6410 * . 182200 65I0 182300 5010 * . 190000 6710 * . 190100 6810 * . 190200 69I0 * ' 190300 7010 * • 190400 71I0 * 190500 72I0 * . 190600 7310 190700 7410 * ' 190800 7510 * 190900 7610 * 191000 77I0 * ' 191100 7810 * . 191200 7910 * ' 191300 8010 * " 101400 8110 * 191500 8210 * " 191600 83I0 * ' 191700 8410 * . 191800 8510 * S . 191900 86I0 * 0 ' 192000 87I0 * . 192100 8810 * 5 192200 89I0 * 192300 90I0 * 200000 9110 * 200100 9210 * . 200200 9310 * S " 200300 94I0 * • . . 5 5 200400 95I0 * S S " 200500 9610 * S S S . 200600 97I0 * •• • •• • 200700 98I0 * • 5 • 200800 99I0 * • • . 5 200900 10010 * S " 201000 101I0 * • • • 5 Page 43 Page 44 RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT 01 543 14 00 224. 72. 26 1 73 ROUTED TO 01T02 319. 19.00 214. 71. 26. 1.73 HYDRO( AI^I I AT 02 584. 17.00 192. 59. 23. 1.20 2 COMBINED AT 02AD02 846. 17.00 406. 129. 49. 3.01 ROUTED TO RSERV 270. 20.00 187. 89. 39. 3.01 134.35 20.00 ROUTED TO RSTO4 228. 22.00 175. 87. 39. 3.01 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 r /eullale0 APPENDIX B SUMMARY OF RUNOFF FLOWS EXISTING CONDITIONS 1111 User ID: SHAHABIAN Request 353 from node SYSB Project ID: PERSONAL W WWW WWWW WNW WWWWW W W W W W W W W W W W W W W w w w wwww wwww w w w ww w w w w ww w w wwwww www w wwwww wwwww w w w w w wwwww www www Www w wwwww w w w w w w w w ww w www ww w w w w w w www WW w w w wwww W w ww ww w w w w ww ww w w w ww w w w w w www wwwww w www wwwww ww www www [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 7 records Path name: <SYSB-2>PERSONAL>SHAHABIAN>SNELDR'KE> LTI2.S1 File last modified: 91-03-19.19:18:16.Tue Spooled: 91-03-19.20:18:36 Tue Started: 91-03-19.20:17:20.Tue 0 S O. Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: MULTI2.hcl * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/18/1991 TIME 15:56:16 * * * * * * * ***************************************** *************************************** X X )000000( X)000( X X X X X X XX X X X X )000000( XXXX X XXX)OC X X X X X X X X X X X X X X)00000( XXXXX XXX . : : Full Microcomputer Implementation . . . by : . . . Haestad Mehods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGE EVENT DAMAGE CALCULATION DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND CALCULATION, INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM M m rn m a H W a Q a- O * * * * * * # * * * * QONHn0 HNg00� W N0, `�r)t0000°'000) * * * * * * * * * * * * e� • • * * * * * 0000000r14. NOn2 0)0)0)0)0)0)00) • N * * * N * * 000000000 000000000000 (31. * * * 0 * * ppmcaM C0�p O� OaM��jj �ONNI�NOC'JN �o)a) •• * * * OU * * • .c' •l OO tQ(rh(�7r0000)N°s�NtrD1�000�) • * * * * * 000000 o +1r�N r� � �0f0)O)a)a)o) * * * H * * 0000°0000°00000000000 •• W Ja * * * * * N� � MhNN 0V°0CrV� 0W � CO0 • * * * 88nr WHmVF0O �m * * * * * • * * * J * * 0080000rH3Or rnr000))i * * * * * 0 * * U. 0000000000000000000 0 * * r * * JO * * H cO(01�N0 CrNNM 0 Oril�.-)�cMOrnO * * li * * SOON�Hy2WHHOOrH chh v8 �cHOc��}} * * * * • •NMin00 •Mr MHM0 I�O)NMWON •O) • H * * * * 000000-OHH Orr CO OO)0)0)0)0)00) * * 1 * * 0 0000 000 0000 00000 0 * * t • 3 ) * * * * N W OOHt00�0�M0 ��N�V2iDtONcd�cQMDNMuID * * W * * NN �r�c0�p0r+tp0 0)v �OjjM M N�uOp��)l0 • • > * * * * H m 0•0000000Ni�N •OOr00aDOmrnw0�ni0)0r)rnrn •• C4* * * Qmm 00000000 °�0000o000000 WP: * * a) W N 0rNr Nc40000NNNONW0 0Uf000 HOW$ Cr) : * Z pp * * } 80�t 0 MTOW0 O c01�N NHs�O�O * H F- * * �N NM WOON)O,�W �N O�,-ag��Of�c00� H • W* E V)U) 1 : H 0000000 •HHNN • 0oroao0) 0)0)0)0) .H H • CL* N * * H ILJ 0000°00000°0000 0'p0000° U of F- * I— * *11 H MMpMINoNNNMM(N�NO�)ON00002 0CfiLCCONF- O * WO * * H • .N 8c0O0)CVu70cr0�N-(N4000)rn0)`f0V)l0)0)rn0) • (� * Ll] H * * (qJ� 0000000H N • • • Z• 0* W * * mH •000•00•0•0•0•0•0°0•0•0•0•0•0•00•0•0•0 CO JJ * * I Mit ti LLZ NpNMCpOMOM M aov�t IAC NN001-NCQ0)C0�8 • W * * * * [] O°f'O�Or _ 0N) NH QQpH.H-iMHOOuuO�)�HCCNOONO • o* * Z * * 0 H CVM 000H 01(O(Otuo40MriMVWNW0) • • RI ! * H.J J * * 00 000000 . 'HHHN •ra) )0)0)00)O)0)0)ra • * ***• * 1-0 * * toO 1 GU) 0000°00000°00000000000 •N * * * I * * HNNN ZZUO r+ri.�*�HHMM OWN4O cO V aDMMMNNO)p • * * ** * * < * * } N HLLHLL BHOOMMNCN4000)'r ti rt1�0WO O�NjjOMrr-I • * * * I-W * * �y Or) O< 00000000rIrrNON,Mw00MM 0)00)000 H •• * * * Z< * * rI • 0000000000 00000000000 r• * * * * * (O r,LU 0 O • HNO8 NOHL MN .N r bMMN No000N • * * * * * N- OOM L0MHvr+ •0 ri X004 Lnoc00) • • * * * * * * * * * * * * * • '0 •0 .0 .r♦ •0 000 Of 0)0)0)0) •I • * * * * * * * * * * * * * 00 .0 .0 .0 .O 0 .H • * * * * * * * * * * * * * 0 0 0 0 0000 00000 • o HHHHHHHHHHHHHHHHH *HPci Y YEndft.�fd(aftd _Mftftftl IBJ . N""N000)rIrINrI,-4i,y-irIr-i 2rN NNNNNNNNNUCN00AN000c�('OM°sT CWZMWM' LH J Page 4 52 BF -1.5 1 53 LS 0 80 Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 UD 0.8 55 KK 01T02 56 KM ROUTING FLOW FROM BASIN ##1 THRU CARPENTER POND DOWN TO 57 KM JUST UPSTREAM OF THE SHELDRAKE RESERVOIR (POINT 2) 58 KO 0 0 21 59 RM 20 2.5 .15 60 KK 02 BASIN #2 61 KM DEFINITION OF BASIN 2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 62 KM AND SCS DIMENSI UNIT GRAPH 63 KO 0 0 21 90 BA 1.28 91 BF -1.5 1 92 LS 0 79 93 UD 0.33 9594 KK KM C ADD2 ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 96 KM TO POINT 2 OPOINT 2 (JUST UPSTREAM OF SHELDRAKE RESERVOIR) 97 KO 0 0 21 98 HC 2 99 KK RSERV 100 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 101 KO 0 0 21 102 RS 1 ELEV 133.35 103 SV 0.04 9.84 187.2 257.36 300.9 347.92 381.11 403.24 411.54 439.2 1O4 SV 470 658 0 0 M m 0 M W Q Q. O m H : A • H LL 0 a H Ch M ZO �� H @ co O EI i • N H • N H (J • m 0 H • Z H N gJJ 10 O L LL O • H Wagk ! to M vN aN H • H ~6N I 5 Z O 1 U) 11)L1) E0 lig I HH: /2 H . coM �H H• LL H v •• N M ILU 0go O 2 UN QH N �OQOQ O� HHQZ,O CQ��1O HUJQV' • H1-1 M iiQ Q) • H ,• �mmc� g 00 0 0��00 ON • • • O 01 L 1-1 OO 1 O • HH ¢ Y qqLLL 8 UU H (w/)U mN In' Yii2 9 YiiY2 W Z 8861 O0H42 74cH0H-4LO DN WrnOH H HHHH HHH,•IH HHHHHHHH HHHHH J Page 7 HEC-1 INPUT PAGE 4 LINE ID 1 2 3 4 5 6 7 8 9 10 153 KK 03 BASIN #3 154 KM DEFINITION OF BASIN #3 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 155 KM AND SCS DIMENSIONLESS UNIT GRAPH 156 KO 0 0 21 183 BA 1.13 184 BF -1.5 1 185 LS 0 74 186 USD 1.20 187 KK 06 BASIN #6 188 KM DEFINI ION OF BASIN #6 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 189 KM AND SCS DIMENSIONLESS UNIT GRAPH 190 KO 0 0 21 217 BA 0.49 218 BF -1.5 1 219 LS 0 70 220 UD 0.85 221 KK 2 KM ADD 22 ADD ROUTED HYDROGRAPHS FROM BASINS #3 AND #6 AT POINT #3 223 KM (ON THE EASTERN BRANCH OF THE SHELDRAKE RIVER) 224 KO 0 0 21 225 HC 2 226 KK 227 KM 3T04 ROUTING RESULTING HYDROGRAPH FROM POINT #3 DOWN EASTERN BRANCH 228 KM TO POINT #4 (.!UNCTION OF SHELDRAKE RIVER & EASTERN BRANCH) 229 KO 0 0 21 230 RM 10 1.5 0.1 231 KK 07 BASIN #7 232 KM DEFINITION OF BASIN #7 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 233 KM AND SCS DIMENSIONLFS MIT GRAPH 234 KO 0 0 21 LINE ID 1 2 3 4 5 6 7 8 9 10 261 BA 0.38 262 BF -1.5 1 263 LS 0 71 264 UD 0.41 266 KM KK 07ADD4 ADD HYDROGRAPH OF BASIN #7 TO HYDROGRAPHS ROUTED TO POINT #4 267 KM AT POINT #4 (,JUNCTION WITH EASTERN BRANCH) 268 KO 0 0 21 269 HC 2 270 KK ADD4 271 KM ADD SHELDRAKE RIVER & EASTERN BRANCH ROUTED HYDROGRAPHS AT 272 KM POINT #4 (JUNCTION WITH EASTERN BRANCH) 273 KO 0 0 21 274 HC 2 WWWWWW WWWWNNNN NNNNN rrrrrr rrrr MM JJJJJ OW-4004 WNro Nro 0M-400 1 0 10 4 NO 0 &.050 fn 00 0' 0 8z 02 m O HH POOH H Hg 4tal t r PI Orr H QO Q a; 2/ H 4 m mM 11 P 2 DZ 1;7 H 8v v m T O {� H V' 4 m fff��lll -u d m O co Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK InINE L (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONVECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 21 01 V V 55 01T02 60 02 94 02ADD2 V V 99 RSERV V V 109 RSTO4 114 : 04 148 04ADD4 153 03 187 : 06 221 03AD06 V V 226 31.04 231 07 265 07ADD4 270 ADD4 V V 275 4TO5 280 05 Page 10 314 05ADD5 (***) RUNOFF ALSO COMPUTED AT THIS LOCATION Page 11 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: MU-TI2.hcl ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/18/1991 TIME 15.56:16 * * * * * * * ***************************************** *************************************** INPUT FILE NAME: MULTI2.CH1 *************** MODELLING OF SHELDRAKE RIVER WATERSHED *********************** ********************* FOR MULTIPLE STORMS ************************************ ****************************************************************************** *** ** *** NOTE THAT IN THE RESULTS PRINTOUT, THE MULTIFLOOD ANALYSIS CODES *** *** ARE AS FOLLOWS: *** *** *** *** PLAN 3: 5-YEAR STORM *** *** PLAN 4: 10-YEAR STORM *** *** *** *** ****************************************************************************** ****************************************************************************** PEAK FLOW AND STAGE ((END-OF-PERIOD)) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES TIME TO PEAK IN HOURS RATIOS APPLIED TO PRECIPITATION OPERATION STATION AREA PLAN RATIO 1 RATIO.60 62 HYDROGRAPH AT 01 1.73 1 FLOW 1008. 1275. TIME 12.90 12.90 ROUTED TO O1TU2 1.73 1 FLOW 782. 988. TIME 15.50 15.50 HYDROGRAPH AT 02 1.28 1 FLOW 1125. 1429. TIME 12.40 12.40 2 COMBINED AT 02ADD2 3.01 1 FLOW 1146. 1465. TIME 12.40 12.40 Page 12 ROUTED TO RSERV 3.01 1 FLOW 665. 860. TIME 16.20 16.10 ** PEAK STAGES IN FEE! ** 1 STAGE 135.88 136.35 TIME 16.20 16.10 ROUTED TO RST04 3.01 1 FLOW 635. 818. TIME 17.70 17.70 HYDROGRAPH AT 04 .39 1 FLOW 174. 232. TIME 12.80 12.80 2 COMBINED AT 04ADD4 3.40 1 FLOW 653. 839. TIME 17.70 17.60 HYDROGRAPH AT 03 1.13 1 FLOW 395. 519. TIME 13.40 13.40 HYDROGRAPH AT 06 .49 1 FLOW 176. 238. TIME 13.00 13.00 2 COMBINED AT 03AD06 1.62 1 FLOW 553. 734. TIME 13.20 13.20 ROUTED TO 3T04 1.62 1 FLOW 482. 639. TIME 14.80 14.80 HYDROGRAPH AT 07 .38 1 FLOW 214. 288. TIME 12.50 12.50 2 COMBINED AT 07ADD4 2.00 1 FLOW 514. 680. TIME 14.80 14.80 2 COMBINED AT ADD4 5.40 1 FLOW 917 1225. TIME 14.80 14.80 ROUTED TO 4T05 5.40 1 FLOW 910. 1215. TIME 15.30 15.30 HYDROGRAPH AT 0515 1 FLOW 128. 164. TIME 12.40 12.40 2 COMBINED AT 05ADD5 5.55 1 FLOW 922. 1231. TIME 15.30 15.30 t-03H d0 GN3 1VI ON *** I-03H d0 aro 1VWaON *** 00' Ot'9t OZ' '098 •1Z9 00' SE'9Et 69' 00' OZ'9t 00' 'S99 'COS 00' 88'SEt 09' S flOH S2flOH SH 1OH Sd0 IA-DV WVa d3A0 A313•S M dPd 32f11IVd MOldil0 XVW d01 H3A0 M01d1I10 3JVd01S Rld3a dIMAd3S3d d0 d0 31111 d0 310:1 NOumana AneilxVW livilxvw Y(V IXWV Wfr 4IXVW OIIVd 'LS8 '0 '0 M0 ULI10 "1Z9 'Ett, 'Eta 3OVIOIS SE'9Et SE'EEI SE'EEl NOI1VA313 VWa d0 dOl IS3d0 AVMTIIdS 3 TWA 1VIIINI t NVld Ad3Sd NOIIVIS d0d SISA1VNV HDV3d8/ONIddOld3A0 VWO AO ANVMMIS Et a6ed User ID: SHAHABIAN Request 386 from node SYSB Project ID: PERSONAL w www wwww wwwww wwwwW w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w w w w w wwwww www w wwwww wwwww w WW WW wwwww www www www w wwwww w w w w w w w w ww w www ww w w w w w w www ww w w ww www w w ww ww w w w w w w ww ww w w w w ww w w w w W WWW WWWWW W WWW www WW www www •. . . . . . . . • .AaAAAaA AAMAAAAMAAAAAAAAAAAA IDESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 7 records Pa+.hname: <SYSR-2>PERSONA`>SHAHABIAN>SHEL.DR.AKE>"&)_TI3.c1 rile last modified: 91-03-20.09:41:52.Wed Spooled: 91-03-20.10:11:12.Wed Started: 91-03-20.10:06:52.Wed Page 1 Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: MULTI3.hcl ***************************************** *************************************** • * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * *• FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STRH-1 * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/18/1991 TIME 1.6.0252 * * * * * * * ***************************************** *************************************** X X )000000( XXXXX X X X X X X XX X X X X X)00000( XXXX X XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXX : : : Full Microcomputer Implementation : : : by . . . . . . Haestad Mehods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM Page 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID INPUUT FILE NAME: MULTI3.CH1 2 ID 3 ID *************** MODELLING OF SHELDRAKE RIVER WATERSHED *********************** 4 ID ********************* FOR MULTIPLE STORMS ************************************ 5 ID ****************************4****x*****x*****:********************************* 6 ID *** *** 7 ID *** NOTE THAT IN THE RESULTS PRINTOUT, THE MULTIFLOOD ANALYSIS CODES *** 8 ID *** ARE AS FOLLOWS: *** 9 ID *** *** vm Mb. An. r r Vr'A rl TI\rl1 a 4.**1V 1V 444. 1 LJVI J GJ-ILrY\ JIVIVVI 11 ID *** PLAN 6: 50-YEAR STORM *** 12 ID *** *** 13 ID *** *** 14 ID ****************************************************************************** 15 ID ****************************************************************************** 16 ID 17 ID *DIAGRAM 18 IT 6 16MAY91 0000 17MAY91 1200 19 10 1 2 20 JR PREC0.7916660.875 212 KM 01 D #1 DEFINITION OF BASIN #1 - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, 23 KM AND SCS DIMENSIONLESS UNIT CR"..PH 24 KO 0 0 21 25 PB 7.2 26 PC 0 0.001 0.002 0.003 0.004 0.005 0.005 0.007 0.008 0.009 27 PC 0.010 0.011 0.012 0.013 0.014 0 015 0.016 0.017 0.018 0 019 28 PC 0.020 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961 29 PC 0.0305 0.03191 0.03308 0.03427_ 0.03547 0.03669 0.0370.2 0.03971 0.04043 0.041.17 30 PC 0.043 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531 31 PC 0.0565 0.05821 0.05968 0.06117 0.06267 0 06419 0.06572 0.06727 0 06883 0 07041 32 PC 0.072 0 07363 0.0753 0.07703 0.0788 0.08053 0.0825 0.084-43 0.0854 0.08843 33 PC 0.0905 0.09263 0.0948 0.09703 0.0993 0.10163 0.104 0.10643 0.1089 0.11143 34 PC 0.114 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13348 0.14206 35 PC 0.1455 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416 36 PC 0.189 0.19402 0.19928 0.20478 0.21052 0.2165 0.22272 0.22918 0.23588 0.24282 37 PC 0.25 0.25776 0.26644 0.27604 0.28656 0.298 0.3143 0.3394 0.3733 0.416 38 PC 0.5 0.584 0.6267 0.6606 0.6857 0.702 0.71344 0.72396 0.73356 0.74224 39 PC 0.75 0.75718 0.76412 0.77082 0.77728 0.7835 0.78948 0.79522 0.80072 0.80598 40 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044 41 PC 0.8545 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334 42 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.9007 0.90298 0.9052 0.90738 43 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638 44 PC 0.928 0.92959 0.93117 0.932730.934280 0.93581 0.93733 0.93883 0.94032 0.94179 45 PC 0.9435 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569 46 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824 47 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967 48 PC 0.9805 0.98182 0.98288 0.98392 0.98496 0.98598 0.987 0.988 0.98899 0.98997 49 PC 0.9904 0.99189 0.99284 0.99377 0.9947 0.99561 0.99651 0.99740 0.99828 0.99914 50 PC 1.000 1.000 1.000 1.000 1.000 51 BA 1.73 N Fi �(n CD 0 N d OCI co Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 UD 0.8 55 KK 56 KM O1T02 ROUTING FLOW FROM BASIN #1 THRU CARPENTER POND DOWN TO 57 KM JUST UPSTREAM OF THE SHF► PRAKE RESERVOIR (POINT 2) 58 KO 0 0 21 59 RM 20 2.5 .15 60 KK 02 BASIN #2 1 /M DEFINITION /1r BASIN ARTA DAnr n1 RAINFALL, !-re r. E AA RUT Vt KM VLJ 11�111V1`� OF BASIN G - ARCA, 1..)/'\.)L FLOW, 1\/'\11♦1 /V11 JW VIII\YL I YN>IJ\, 62 KM AND SCS DIMENSIONLESS GRAPH 63 KO 0 0 21 90 BA 1.28 91 BF -1.5 1 92 LS 0 79 93 UD 0.33 94 KK 02ADD2 95 KM ADD HYDROGPAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 96 KM TO POINT 2 (POINT 2 (.JUST UPSTREAM OF SHELDRAKE RESERVOIR) 97 KO 0 0 21 93 HC 2 99 KK RSERV 100 KM ROUTING THROUGH SHS DR.^!:E RESERVOIR USING VOLUME ELEVATION DATA 101 KO 0 0 21 102 RS 1 ELEV 133.35 103 SV 0.04 9.84 187.2 257.36 300.9 347.92 381.11 403.24 411.54 439.2 104 SV 470 658 Page 6 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 105 SE 109.6 113.6 124.6 127.5 129.3 131.0 132.2 133.0 133.3 134.35 106 SE 135 140 107 SS 133.35 50 3.3 1 .5 108 ST 136.35 400 3 1.5 109 KK RSTU4 110 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO JUNCTION OF 111 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 112 KOB0 0 21 �-y 113 RM 10 ".1..5 0.1 114 KK 04 BASIN #4 115 KM DEFINITION OF BASIN - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, 116 KM AND SCS DIMENSIONLESS UNIT GRAPH 117 KO 0 0 21 144 BA 0.39 145 BF -1.5 1 146 LS 0 72 147 UD 0.70 148 KK 04ADD4 149 KM ADD HYDROGRAPH OF BASIN #4 TO HYDROGRAPH ROWED EID FROM RESERVOIR 150 KM At PLANT #4 (JUS I LI'SI REAM UF JIJNC I IUN WITH EAS-TERN BRANCH) 151 KO 0 0 21 152 HC 2 % % a # L 2 I 0 H 1ES • _ $ 0 11.i u LV } ƒ § 4 / I- H < \ / § 2 t 0 \ / E ® E • L } / / a� §\ \ \ z z �E o2 H #H \m CC< r • 0 0 Y Z§ / CL I § ± 4 o� § I LU �w �Z • i i ~§ 2ƒ \ 7) z • $u ƒ q a§ eq I\ ƒ '\ qI k : � � \\ %} �H H 16 16 00 16 Z3H §� H \ n < $§ /§ �q I • • § L� ƒ§ • b 0 qk §/ �K �/ w ) §§ H \§ H !O H §§ H i� K • CO CO ° CO �� ƒ r § ! @ w & Z MO V ZZOO 0 0 HO Z7§o - [0 (Zo §�$H h §\2 5 .5- § a.9. ibi $ 51.-,- 5a. < a. • H 0 °§LOON 0 °$f°$ £ ON 0 COff N o§0oV a _ } H H I H •H 0 \ H 0§ 0 / 2 \ • 0 0 j HH 1L § HME19 f?i2 1HH H2:(28§ }2)2Y f ?2 Z §I§2?7)i r-- mot-mol ®gym ]¥@q/ A\272)2{ §2}$$ NNNNN N H __HH HHH eHHHCCN §§§&q NNNNN NNNNNNNN NNNNN NNNNN N Page 8 276 KM ROUTING RESULTING HYDROGRAPH FROM POINT #4 DOWN SHELDRAKE RIVER 277 KM TO POINT #5 (EXIT POINT FOZIENTIRE WAIEH HED) 278 KO 0 0 27g RM 10 0.5 0.1 280 KK 05 BASIN #5 281 KM DEFINITION OF BASIN45 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 282 KM AND SCS DIMENSIONLESSUNIT GRAPH 283 KO 0 0 21 310 BA 0.15 311 BF -1.5 1 312 LS 0 78 313 UD 0.32 314 05ADD5 315 KM ADD HYDROGRAPH OF BASIN #5 TO HYDROGRAPH ROUTED TO POINT #5 316 KM AT POINT #5 (EXIT POINT O21 ENTIRE WATERSHED) 317 KO 0 0 318 HC 2 319 ZZ Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK InINE L (V) ROUTING (--->) DIVERSION OR PIMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 21 01 V V 55 01T02 6C 02 94 02ADD2 V V 99 RSERV V V 109 RSTO4 114 04 148 04ADD4 153 03 187 06 221 03AD06 V V 226 3T04 231 07 265 07ADD4 270 ADD4 V V 275 4T05 280 05 Page 10 314 OSADD5 (***) RUNOFF ALSO COMPUTED AT THIS LOCATION Page 11 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: MULTI3.hc1 PEAK FLOW AND STAGE (END-OF-PERIOD)) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES TIME TO PEAK IN HOURS RATIOS APPLIED TO PRECIPITATION OPERATION STATION AREA PLAN RATIO719 RATIO 2 HYDROGRAPH AT 01 1.73 1 FLOW 1547. 1782. TIME 12.90 12.90 ROUTED TO O1TO2 1.73 1 FLOW 1200. 1384. TIME 15.40 15.40 HYDROGRAPH AT 02 1.28 1 FLOW 1738. 2007. TIME 12.40 12.40 2 COMBINED AT O2ADD2 3.01 1 FLOW 1793. 2078. TIME 12.40 12.40 ROUTED TO RSERV 3.01 1 FLOW 1187 1440. TIME 15.90 15.80 ** PEAK STAGES IN FEET ** 1 STAGE 136.65 136.81 TIME 15.90 15.80 ROUTED TO RSTO4 3.01 1 FLOW 1068. 1292. TIME 17.40 17.30 HYDROGRAPH AT 04 .39 1 FLOW 293. 347. TIME 12.80 12.80 2 COMBINED AT O4ADD4 3 40 1 FLOW 1095. 1324. TIME 17.40 17.30 IIYCROGRAPH AT 03 1 .13 1 FLOW 549. 763. TIME 13.30 13.30 HYDROGRAPH AT 06 .49 1 FLOW 304. 362. TIME 13.00 13.00 2 COMBINED AT O3ADO6 1.62 1 FLOW 923. 1090. TIME 13.20 13.20 ROUTED TO 3TO4 1.62 1 FLOW 803. 948. TIME 14.80 14.80 HYDROGRAPH AT 07 .38 1 FLOW 364. 432. TIME 12.50 12.50 2 COMBINED AT O7ADD4 2.00 1 FLOW 852. 1004. TIME 14.80 14.70 Page 12 2 COMBINED AT ADD4 5.40 1 FLOW 1552. 1845. TIME 14.70 14.70 ROUIED TO 4T05 5.40 1 FLOW 1539. 1829. TIME 15.30 15.20 HYDROGRAPH AT 05 15 1 FLOW 200. 232. TIME 12.40 12.40 2 COMBINED AT O5ADO5 5.55 1 FLOW 1557 1850. TIME 15.30 15.20 Page 13 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413. 413. 521. OUTFLOW O. 0 857. RATIO MAXIMIM MAXIMJA MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS ,,j 130.63 .30 WG 1 13 1 00 10 S0 .00 .88 136.81 .46 538. 1440. 2.00 15.80 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 User ID: SHAHABIAN Request 387 from node SYSB Project ID: PERSONAL W WWW WWWW WWWWW WWWWW w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w w w w w WWWWW WWW W WWWWW WWWWW w WW WW WWWWW www w www w WW ww w w w w w w w w w ww w www ww w w w w w w W WWW WW w w wwwww www w w ww ww w w w w w w ww ww w w w ww w w w w w www wwwww w www w ww www www ::.:1:1:1 :-.1.1.:1=1 :1,,:=1,=:11:,.:11,:•::::::.:.::: ::.::::.: -::::1:4=::: ===�•�`�`�•==r t r v.:11.. 1:'i':':•:-'i'1::'1:tiff•:�:'i•::::::':•i : • tet•:4 4 4. 404 .t•. `�'..414:41 • �ti•� : : : .,..4. [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 6 records Pathname: <SYSB-2>PERSONAL>SRAHABIAN>SHELDRAKE>&k_TI4 S1 File last modified: 91-03-20.09:52:48.Wed Spooled: 91-03-20.10:11:32:Wed Started: 91-03-20.iO:06:56.Wed Page 1 Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: MULTI4.hc1 * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * RUN DATE 01/18/1991 TIME 15:45:29 * * * * * * * *************************************** ***************************************** X X )000000( XXXXX X X X X X X XX X X X X )000000( XXXX X XXXXX X X X X X X X X X X)00XXX X X X000( XXXXX : : : Full Microcomputer Implementation : : : b . _ I-laestad Methods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHv1 Page 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID INPUT FILE NAME: MULTI4.CH1 2 ID 3 ID *************** MODELLING OF SHELDRAKE RIVER WATERSHED *********************** 4 ID ********************* FOR MULTIPLE STORMS ************************************ 5 ID ***: ************************************************************************** 6 ID *** *** 7 ID *** NOTE THAT IN THE RESULTS PRINTOUT, THE MULTIFLO0D ANALYSIS CODES *** 8 ID *** ARE AS FOLLOWS: *** *** 9 ID *** /'� 10 ID *** rLAN1: 100-YEN STORM 11 ID *** *** 12 ID ***13 ID *** 14 ID ****************************************************************************** 15 ID 16 ID *DIAGRAM 17 IT 6 16MAY91 0000 17MAY91 1200 18 ID 1 2 19 JR PREC 1 .0 2021 01 SIN #1 KM INI(ION OF BASIN #1 - .AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 22 KM AND SCS DIMENSIONLESS UNIT GRAPH 23 KC 0 0 21 24 PB 7.2 25 PC 0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 26 PC 0.010 0.011 0.012 0.013 0-014 0.015 0.016 0.017 0.018 0.019 27 PC 0.020 0.02101 0.02203 0.02307 0.024[2 0.02519 0 02627 0.02737 0 02848 0.02961 28 Pc 0.0305 0.03191 0.03308 0.03427 0.03547 0.03659 0.03792 0.03971 0.04043 0.04171 29 PC 0.043 0 04431 0 04563 0.04597 0.04832 0.04959 0 05107 0 05247 0.05388 0.05531 30 PC 0.0565 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 U.UO006 0.07041 31 PC 0 072 0.07363 0.0753 0.07703 0 0788 0.08063 0 0825 0 08443 0.0864 0.08843 32 PC 0.0905 0 09263 0.0948 0.09703 0 0993 0.10163 0 104 0.10643 0 1089 0 11143 33 PC 0.114 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206 34 Pc 0.1455 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416 35 PC 0.189 0.19402 0.19928 0.20478 0.21052 0.2165 0.22272 0.22918 0.23588 0.24282 36 PC 0.25 0.25776 0.26644 0.27604 0.28656 0.298 0.3143 0.3394 0.3733 0.416 37 PC 0.5 0.584 0.6267 0.6606 0.6857 0.702 0.71344 0.72396 0.73356 0.74224 38 PC 0.75 0.75718 0.76412 0.77082 0.77728 0.7835 0.78948 0.79522 0.80072 0.80598 39 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044 40 PC 0.8545 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334 41 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.9007 0.90298 0.9052 0.90738 42 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638 43 PC 0.928 0.92959 0.93117 0.932730.934280 0.93581 0.93733 0.93883 0.94032 0.94179 44 PC 0.9435 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569 45 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824 46 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967 47 PC 0.9805 0.98182 0.98288 0.98392 0.98496 0.98598 0.987 0.988 0.98899 0.98997 48 PC 0.9904 0.99189 0.99284 0.99377 0.9947 0.99561 0.99651 0.99740 0.99828 0.99914 49 PC 1 .000 1.000 1.000 1.000 1.000 50 BA 1.73 51 BF -1.5 1 4N s� 0 OD O S alA Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 KK 01T02 55 KM ROUTING FLOW FROM BASIN ##1 THRU CARPENTER POND DOWN TO 56 KM JUST UPSTREAM OF THE SHE DRAKE RESERVOIR (POINT 2) 57 KO 0 0 21 58 RM 20 2 5 .15 59 KK 02 BASIN #2 60 KM DEFINITTION OF BASIN #2 - AREA BASE FLOW, RAINFALL SCS CURVE NUMBER, S Cl KM AND SCS DIMSIOf\LES.x UNIT GRAFI 62 KO 0 0 21 89 BA 1.28 90 BF -1.5 1 91 LS 0 79 92 UD 0.33 93 KK 02ADD2 94 KM ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 95 KM TO POINT 2 OPOINT 2 (JUST UPSTREAM OF SHELDRAKE RESERVOIR) 96 KU 0 0 21 97 HC 2 98 KK RSEHV 99 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 100 KO 0 0 21 101 RS 1 ELEV 133.35 102 SV 0.04 9.84 187.2 257.36 300.9 347.92 381.11 403.24 411.54 439.2 103 SV 470 658 104 SE 109.6 113.6 124.6 127.5 129 3 131 .0 132.2 133.0 133.3 134.35 Page 6 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 105 SE 135 140 106 SS 133.35 50 3.3 1.5 107 ST 136.35 400 3 1 .5 108 KK RST04 109 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO JUNCTION OF 110 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 111 KO 0 0 21 112 RM 10 1 .5 0.1 113 KK 04 BASIN #4 114 KM DEFINI`fION OF BASIN - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 115 KM AND SCS DIMENSIO UNIT GRAPH H 116 KO 0 0 21 143 BA 0.39 144 BF -1.5 1 145 LS 0 72 146 UD 0.70 147 KK 04ADD4 148 KM ADD HYDROGRAPH OF BASIN #4 TO HYDROGRAPH ROUTED FROM RESERVOIR 149 KM AT POINT #4 (JUST UPSTREAM OF JUNCTION WITH EASTERN BRANCH) 150 KU 0 0 21 151 HC 2 pp�� rpJI� pp�� pp pppp (� r A WN 8,c2 wJO(n. WNroWNr0 Mn,cDOo . PJ N crbWJOtODOD-4o UiAWNoi C m J JJJJC OOOO OOOOWwWW NNr ti N O oIi (;)o ma S HB 'offU HO KW KnNU o • O O • g • - o 0 Ho ri • (O NO NO pp i'. 0640 .9 00 A NO O 0UtcAO 8 NN0nW0 W :H • • 00 �S J H r Op AJ gH J gH OZ W OT H OUIHZ I 56(nGOH O 0 04Z A OHZ N OO i m 00O 00 • r 1 `-+ H Z� r ZTOI W r1 m ,. ,. H (USI ((�A H7H o of o Ho • Z< m Zc�5 z z _ *� o H • m HR. Z J Z O W •A N H Hi • 6 Z H 51 J H (n0 0� 51 H 51 � �� H �� Hz1 �I T 6 1 d i ..CH 23, m m m m _ Ho w P 7;1 o 7J it (Ow I / Z H [Tl O O -i H H �I mAA,mo r F o -IzE o 0 9 HH 4k • a m m m c0 i 0 D 0 m A N O co J iW+NNNr-i- �t-ar0WWNJ J4NJJ WJO�C AW Nr'0<ONH00 00-40M NOWT. SINU i0 0 0 �0 NO 01 NO010O ((11 00 14J gH 0 OX 010 O 0 ZZ (J10 OHqP1-16 i CO�i H (�-ri H QH HO Pill a: H (1 21 z I 40 N ml N�D Nm mE m m MT D T1 D O H o e Z e T o H 4t i m m m d (a (D W Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK InINE L (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 20 01 V V 54 O1T02 59 02 93 02ADD2 V V 98 RSERV V V 108 RSTO4 113 04 147 OIADD4 152 03 186 06 220 03AD06 V V 225 3T04 230 07 264 07ADD4 269 ADO4 V V 274 4T05 279 05 Page 10 313 OSADDS (***) RUNOFF ALSO COMPUTED AT THIS LOCATION Page 11 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: MU_TI4.hc1 PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES TIME TO PEAK IN HOURS RATIOS APPLIED TO PRECIPITATION OPERATION STATION AREA PLAN RATIO 1 1 .00 HYDROGRAPH AT 01 1.73 1 FLOW 2138. TIME 12 90 ROUTED TO 01T02 1.73 1 FLOW 1662. TIME 15.40 HYDROGRAPH AT 02 1.28 1 FLOW 2413. TIME 12.40 2 COMBINED AT O2ADD2 3.01 1 FLOW 2512. TIME 12.40 ROUTED TO RSERV 3.01 1 FLOW 1779. TIME 15.70 ** PEAK STAGES IN FEEI ** 1 STAGE 137.00 TIME 15.70 ROUTED TO RSTO4 3.01 1 FLOW 1603. TIME 17.20 HYDROGRAPH AT 04 .39 1 FLOW 430. TIME 12.80 2 COMBINED AT 04ADD4 T3 40 IME 1 FLOW 1642 17 LO HYDROGRAPH AT 03 1 .13 1 FLOW 939. TIME 13.30 HYDROGRAPH AT 06 .49 1 FLOW 453. TIME 13.00 2 COMBINED AT 03AD06 TIME 1.62 1 13.20 FLOW 1347. ROUTED TO 3T04 1.62 1 FLOW 1171. TIME 14.70 HYDROGRAPH AT 07 .38 1 FLOW 536. TIME 12.50 2 COMBINED AT 07ADD4 2.00 1 FLOW 1239. TIME 14.70 Page 12 2 COMBINED AT ADD4 5.40 1 FLOW 2339. TIME 14.60 ROUTED TO 4T05 5.40 1 FLOW 2316. TIME 15.10 HYDROGRAPH AT 05 15 1 FLOW 280. TIME 12.40 2 COMBINED AT 05ADD5 T5.5 1 15 LOW 2341 Page 13 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM FlFVATION 133.35 133.35 136.35 STORAGE 413. 413. 521. OUTFLOW O. 0. 857. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS 1.00 137.00 .65 545. 1779. 3.60 15.70 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 PaM P0:L0:01:0Z-EO-16 :pal-uegg PaM 9S IT:0i OZ-EO-T6 :PaioodS DaM'17-¢:10:0T_'O?-EO-T6 :p9!J !Pow gsel alld IS•O0TVN<3NV KI L-QHS<NbleVHVHS<-1VNOS2fld<Z-9SAS> :aW2U442d spJooau g :9Zls le-401 :suo:gdo loodS ZV1 :savnglag4V 4sanbaaulud ZV1 : uawuouinu9 .�aloodsa0 6ulsn [:Dui `uagndwoD aw!ud '8861 (o) 4461..JXdoO S:0-EZ ^aa 100dS30] OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO: MMM MMM MM MMM MMM MMMM MMM MMMMMMMMMMMMMM M M M M MM M M M MMMM M MMM MMMMMM M MMMMM M M M M M M MM M M M MMMM MM M M M MM M MMM MM MM M MMM MMM MMM M MMM M M MMMMM MMMMM M MMM MMMMM M M M M M M M M M M M M M MMMM MMMM M M M M mm M M M M M mm M M M M MMMMM MMMMM MMMM MMM M :OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO: :OOOOOOOOJOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO: 1VNOSU3d :0I goafou, gsAS apou wouJ. ggE gsanbaa NVIBVHVHS :0I uasfl Page 1 1 i Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: NA100.hcl ***************************************** *************************************** * * 'K * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 02/20/1991 TIME 15:42:40 * * * * * * * ***************************************** *************************************** X X )000000( )0000( X X X X X X XX X X X X X XXXXXX( XXXX X XXXXX X X X X X X X X X X X X X X X)00000( XXXXX XXX Full Microcomputer Implementation : : : by . . . . . . Haestad Methods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GRFFN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORIT}M Page 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID INPUT FILE NAME: NA100.HC1 (COPY OF ORIGINAL MU_TI4.HC1) 2 ID 3 ID MODIFICATIONS TO FILE MU_TI4.HC1: CN IN SUB-BASIN #�44 FROM 72 TO 74 4 ID CN IN SUB-BASIN #6 FROM 70 TO 72 5 ID CN IN SUB-BASIN #7 FROM 71 TO 72 6 ID 7 ID *************** MODELLING OF SHE7_DRAKE RIVER WATERSHED *********************** 8 ID ********************* FOR MULTIPLE STORMS ************************************ 9 ID ****************************************************************************** 10 ID **+ 11 ID *** NOTE THAT IN THE RESULTS PRINTOUT, THE MU_TIFLOOD ANALYSIS CODES *** 12 ID *** ARE AS FOLLOWS: *** 13 ID *** 14 ID *** PLAN 1: 100-YEAR STORM *** 15 ID *** *** 16 ID *** 18 ID ****************************************************************************** 19 ID 20 ID *DIAGRAM 21 IT 5 16MAY91 0000 17MAY91 1200 22 lU 1 2 23 JR PREC 1.0 #1BASIN 25 KM 011DEFINITION OF BASIN #1 - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, 26 KM AND SCS DIMENSIONLESSL IT GRAPH 27 KO 0 0 21 28 PB 7.2 0 004 0 005 0.006 0.007 0.008 0.009 29 PC 0 0 001 0 002 0 003 30 PC 0.010 0.011 0.012 0.013 0.014 0.015 0.016 0.017 0.018 0.019 31 PC 0 020 0.02101 0 02203 0 02307 0 02412 0.02519 0.02627 0.02737 0 02848 0.02961 32 PC 0.0305 0.03191 0 03308 0.03427 0 03547 0.03669 0.03792 0 03971 0.04043 0.04171 33 PC 0.043 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531 34 PC 0.0565 0.05321 0.05963 0.06117 0.06207 0 06419 0 06572 0 06727 0.06883 0.07041 35 PC 0.072 0.07363 0.0753 0.07703 0.0788 0.08063 0.0825 0.08443 0.0864 0.08843 36 PC 0.0905 0.09263 0.0948 0.09703 0.0993 0.10163 0.104 0.10643 0.1089 0.11143 37 PC 0.114 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206 38 PC 0.1455 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416 39 PC 0.189 0.19402 0.19928 0.20478 0.21052 0.2165 0.22272 0.22918 0.23588 0.24282 40 PC 0.25 0.25776 0.26644 0.27604 0.28656 0.298 0.3143 0.3394 0.3733 0.416 41 PC 0.5 0.584 0.6267 0.6606 0.6857 0.702 0.71344 0.72396 0.73356 0.74224 42 PC 0.75 0.75718 0.76412 0.77082 0.77728 0.7835 0.78948 0.79522 0.80072 0.80598 43 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044 44 PC 0.8545 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334 45 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.9007 0.90298 0.9052 0.90738 46 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638 47 PC 0.928 0.92959 0.93117 0.932730.934280 0.93581 0.93733 0.93883 0.94032 0.94179 48 PC 0.9435 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569 49 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824 50 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967 51 PC 0.9805 0.98182 0.98288 0.98392 0.98496 0.98598 0.987 0.988 0.98899 0.98997 Page 4 52 PC 0.9904 0.99189 0.99284 0.99377 0.9947 0.99561 0.99651 0.99740 0.99828 0.99914 53 PC 1.000 1.000 1.000 1.000 1.000 Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 BA 1.73 55 BF -1.5 1 56 LS 0 80 57 U) 0.8 58 KK 01T02 59 KM ROUTING FLOW FROM BASIN #1 THRU CARPENTER POND DOWN TO 60 KM JUST UPSTREAM OF THE SHELDRAKE RESERVOIR (POINT 2) 61 KO 0 0 21 62 RM 20 2.5 .IS 63 KK 02 BASIN #2 64 KM DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 65 KM AND SCS DIMENSIONLESSUNIT GRAPH 66 KO 0 0 21 93 BA 1.28 94 BF -1.5 1 95 LS 0 79 96 U) 0.33 97 KK 02ADD2 98 KM ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 99 KM TU (PINI 2 9PUINi 2 (JUSI U'SIREAM OF SHEL)RAKE RESERVOIR) 100 KO 0 0 21 101 HC 2 Page 6 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 102 KK RSERV 103 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 104 KO 0 0 21 105 RS 1 ELEV 133.35 106 SV 0.04 9.84 181.2 257.36 300 9 347.92 381 .11 403.24 411 .54 439.2 107 SV 470 658 108 SE 109.6 113.6 124.6 127.5 129.3 131.0 132.2 133.0 133.3 134.35 109 SE 135 140 110 SS 133.3350 3.3 1.5 111 ST 136.35 400 3 1.5 112 KK RSTO4 113 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO .JUNCTION OF 114 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 115 KO 0 0 21 116 RM 10 1.5 0.1 117 KK 04 BASIN #4 118 KM DEFINITION OF BASIN - AREA, BASE FLOW, RAINFALL, SCS CURVE NIR, 119 KM AND SCS DIMENSIONLEsS UNIT GRAPH 120 KO 0 0 21 147 BA 0.39 148 BF -1.5 1 110 LS 0 74 150 UD 0. 70 Page 7 HEC-1 INPUT PAGE 4 LINE ID 1 2 3 4 5 6 7 8 9 10 151 KK 04ADD4 152 KM ADD HYDROGRAPH OF BASIN #4 TO HYDROGRAPH ROUTED FROM RESERVOIR 153 KM AT POINT #4 (JUST UPSTREAM OF JUNCTION WITH EASTERN BRANCH) 154 KO 0 0 21 155 HC 2 156 KK 03 BASIN #3 157 KM DEFINITION OF BASIN #3 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 158 KM AND SCS DIMENSIONLESS LNIT GRAPH 159 KO 0 0 21 186 BA 1.13 187 BF -1.5 1 188 LS 0 74 189 UD 1.20 190 KK 06 BASIN #6 191 KM DEFINITION OF BASIN #6 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 192 KM AND SCS DIMENSIONLESS UNIT GRAPH 193 KO 0 0 21 220 BA 0.49 221 BF -1.5 1 222 L5 0 12 223 UD 0.85 224 KK 03ADO6 225 KM ADD ROUTED HYDROGRAPHS FROM BASINS #3 AND #6 AT POINT #3 226 KM (ON THE EASTERN BRANCH OF THE SHFI DRAKE RIVER) 227 KO 0 0 21 228 HC 2 229 KK 3T04 230 KM ROUTING RESULTING HYDROGRAPH FROM POINT #3 DOWN EASIERN BRANCH 231 KM TO POINT #4 (JUNCTION OF SHELDRAKE RIVER & EASIEHN BRANCH) 232 KO 0 0 21 233 RM 10 1 .5 0.1 234 KK 07 BASIN #7 235 KM DEFINITION OF BASIN #7 - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, 236 KM AND SCS DIMENSIONLESSUNIT GRAPH 237 KO 0 0 21 264 BA 0.38 265 BF -1.5 1 266 LS 0 72 267 UD 0.41 268 KK 07ADD4 269 KM ADD HYDROGRAPH OOFFTBASIN ION I#7 TTH T�NOGGRAPHS)ROUTED TO POINT #4 270 21 271 KO 0 0 272 HC 2 273 KK ADD4 d coa 1 ES 2> H W 4 Q w 1 ! H 0 n. O 1 i.. z OE H g L x Z f- O = 03 3 LE 0- O gx 0 cnN Q:N a'N hMN u] L �H H f:/ H161 4:eZL. � HH/ r6 H off g: - 62 - U o e zH O I-, OC]k Z H u)H H h( H gg�O H*.04 Z Z( 0 CO 0 0_0 Q� FAH F" 0 Lb N QQ ON 400 O 0400N 4 ON Nr 0r1 0 0 in'Y Y QQ Y pHN NNNN- NrcOCOU) 0000U),lr4.4--+� •r- ��NNN NNNN NNNNN NCVNNMMMM MMMMMM Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK IrINE L (V) ROTTING (--->) DIVERSION OR PIMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 24 01 V V 58 O1TO2 E3 02 97 O2ADD2 V V 102 RSERV V V 112 RSTO4 117 04 151 01ADD^. 156 03 i90 06 224 03AD06 V V 229 3T04 234 07 268 07ADD4 273 ADD4 V V 278 4T05 283 05 Page 10 317 05ADD5 (***) RUNOFF ALSO COMPUTED AT THIS LOCATION Page 11 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: NA100.hcl Page 12 PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN--RATIO ECONOMIC COMPUTATIONS FLOWS IN CLIC FEET PER SECOND, AREA IN SQUARE MILES TIME TO PEAK IN HOURS RATIOS APPLIED TO PRECIPITATION OPERATION STATION AREA PLAN RATIO 1 1 .00 HYDROGRAPH AT 01 1.73 1 FLOW 2138. TIME 12.90 ROUTED TO 01T02 1.73 1 FLOW 1662. TIME 15.40 HYDROGRAPH AT 02 1.28 1 FLOW 2413. TIME 12.40 2 COMBINED AT 02ADD2 3.01 1 FLOW 2512. TIME 12.40 ROUTED TO RSERV 3.01 1 FLOW 1779. TIME 15.70 ** PEAK STAGES IN FEEL ** 1 STAGE 137.00 TIME 15.70 ROUTED TO RSTO4 3.01 1 FLOW 1603. TIME 17.20 HYDROGRAPH AT 04 .39 1 FLOW 453. TIME 12.80 2 COMBINED AT 04ADD4 TI3 40 ME 1 17 FLOW 643. I-{YDROGRAPH AT 03 1.13 1 FLOW 939. TIME 13.30 HYDROGRAPH AT 06 .49 1 FLOW 479. TIME 12.90 2 COMBINED AT 03AD06 1.62 1 FLOW 1370. TIME 13.20 ROUTED TO 3T04 1.62 1 FLOW 1191. TIME 14.70 HYDROGRAPH AT 07 .38 1 FLOW 551 . TIME 12.50 2 COMBINED AT 07ADD4 2.00 1 FLOW 1260. TIME 14.70 Page 13 2 COMBINED AT ADD4 5.40 1 FLOW 2365. TIME 14.60 ROUTED TO 4T05 5.40 1 FLOW 2341. TIME 15.10 HYDROGRAPH AT 05 .15 1 FLOW 280. TIME 12.40 2 COMBINED AT 05ADD5 T5.5 1 15 lOW 236"7. Page 14 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413 413. 521. OUTFLOW O. O. 857. RATIO MAXIMUM MAXI MAXIMUM MAXIMUM DURATION TIME OF TIME OF PMFOF RE E�EOIR OVER DAM STORAGETOUTFLOW OVCFS ER MAX H�OW FAILURE 1.00 137.00 .65 545. 1779. 3.60 15.70 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 lewloiee C APPENDIX C SUMMARY OF RUNOFF FLOWS DEVELOPED CONDITIONS (CR DETACHED, CR TOWNHOUSE, R30 TOWNHOUSE) User ID: SHAHABIAN Request 395 from node SYSB Project ID: PERSONAL :QQQQQQQQQQQQ444444QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ4QQQ4WWWIQQQQQQQQQQQQQQQQQQQQQQQ444QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ44: w www WwWW WWWWW WWWWW w w ww ww w w w ww ww w w w wwwww WWww w w w ww w w w w w w w w wwWww www w wwwww wwwww WAN - WWWWW W WWW WWW W w w w w w WW W W W W WW w w w wwww w w w w w w wmWw w w w w w www w w ww WWWW w w w ww w w w w w w WNW w w WWW w w WWW WWW www ww WWW www :QQQQQQQQQQQ444444QQQQQ44444444444444QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ44444QQQQQQQQQQQQQQQQQ444444Q44444QQQQQ444QQQQQQQQQ4: [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 7 records Pathname: <SYSB-2>PERSONAL>SHAHABIAN>SHe_DRAKE>CR510.S1 rile last modified: 91-03-20.10:43:28.Wed Spooled: 91-03-20.10:44:00.Wed Started: 91-03-20.10:42:12.Wed Page 1 Ili Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: CR5&10.hcl ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINFFRING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 02/08/1991 TIME 10:48:16 * * * * * * * ***************************************** *************************************** X X )000000( XXXXX X X X X X X XX X X X X X )000000( XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX Full Microcomputer Implementation : : : by • • . Haestad Methods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. NTHE EW OPTIDEFINITION DAMBREAK OUTFLOW SUBMERGENCEC, SINNGGLEGED WITH EVENT DAAMAGGEE CALCULATIOSEP N,, DSS:WRITEIS THE ST GE FREQUENCY,VERSION DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM Page 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID INPUT FILE NAME: CR5&10.HC1 (COPY OF MLLTI2.HC1 FOR CR-DETACHED CONDITIONS) 2 ID 3 ID MODIFICATIONS TO THE MULTI2.HC1 MODEL: CN IN SUB-BASIN #4 FROM 72 TO 73 4 ID CN IN SUB-BASIN #6 FROM 70 TO 71 5 ID 6 ID *************** MODELLING OF SHELDRAKE RIVER WATERSHED *********************** 7 ID ********************* FOR MULTIPLE STORMS ************************************ 8 ID ****************************************************************************** 9 ID *** NOTE �1 1r RESULTS PRINTOUT, 1 *** ID *** Ti AT IN 111E RESULTS 1 f IE IV 1 II OOD ANALYSIS SIS CODES *.* 11 ID *** ARE AS FOLLOWS: *** 12 ID *** *** 13 ID *** PLAN 3: 5-YEAR STORM *** 14 ID *** PLAN 4: 10-YEAR STORM *** 15 ID -*** *** 16 ID *** *** 17 ID ****************************************************************************** 18 ID ****************************************************************************** 19 ID 20 ID *DIAGRAM 21 IT 6 16MAY91 0000 17MAY91 1200 22 10 1 2 23 JR PREC0.5972220.694444 24 KK 01 BASIN #1 25 KM DEFINITION OF BASIN #1 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 26 KM AND SCS DIMENSIONLESS UNIT GRAPH 27 KO 0 0 21 28 PB 7.2 n 005 n nng 0 007 0.008 0.009 90 PC 0 0 001 0.002 0 003 0.004 30 PC 0.010 0.011 0.012 0.013 0.014 0.015 0.016 0.017 0.018 0.0i9 31 PC 0.020 0 02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0 02848 0.02961 32 PC 0.0305 0.03191 0.03308 0 03427 0.03547 0.03659 0.03792 0.03971 0.04043 0 04171 33 PC 0.043 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531 34 PC 0.0565 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041 35 PC 0.072 0.07363 0.0753 0.07703 0.0788 0.08063 0.0825 0.08443 0.0864 0.08843 36 PC 0.0905 0.09263 0.0948 0.09703 0.0993 0.10163 0.104 0.10543 0.1089 0.11143 37 PC 0.114 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206 38 PC 0.1455 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416 39 PC 0.189 0.19402 0.19928 0.20478 0.21052 0.2165 0.22272 0.22918 0.23588 0.24282 40 PC 0.25 0.25776 0.26644 0.27604 0.28656 0.298 0.3143 0.3394 0.3733 0.416 41 PC 0.5 0.584 0.6267 0.6606 0.6857 0.702 0.71344 0.72396 0.73356 0.74224 42 PC 0.75 0.75718 0.76412 0.77082 0.77728 0.7835 0.78948 0.79522 0.80072 0.80598 43 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044 44 PC 0.8545 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334 45 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.9007 0.90298 0.9052 0.90738 46 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638 47 PC 0.928 0.92959 0.93117 0.932730.934280 0.93581 0.93733 0.93883 0.94032 0.94179 48 PC 0.9435 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569 49 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824 50747 0.97858 0.97967 1 PC 0.9805 0.98182 0.97636 0.98288 0.98392 0.98496 0.98598 0 7 0 0988 0.98899 0.98997 Page 4 52 PC 0.9904 0.99189 0.99284 0.99377 0.9947 0.99561 0.99651 0.99740 0.99828 0.99914 53 PC 1.000 1.000 1.000 1.000 1.000 r H8(OcDtOi RP wrnM UHT MT m 'AMU KUHU ' ,NO KU o •o N FO0180 N 00 N 6O6W H., • HH " 4 . Oi CO O ZZ (:10 O N Do I O •H TI (il i2 . (JJ i.9 H 0 O • N ZI m •• n r(C�H c N Z • H (/;NI H • H No N 'IDD NI; cn z ig5 r. • C E : • 00 :• Z H6 AN v o H zz #k m 0: H H 0 D m "3 d CO r HHHjaI-.AHN7MF..N 1.-,H).-AH1-+ HHHHHH.,1-1p. - I- H Ototbv0cOJ 604wN HOt0D00o�664WN m oinm>o Iio -cimm«uoI v • H(H,1 • 0 �Wp OO w�,,�WWO 0 •0p 006(• 00 A 00 A (WnCi CI0AH0 H •H • FI , Tt' v p��,,, ppppmm • W OZZ (n0 nO W O N • 00 6 H HW 6 • : mmZ O MN a° v°WW(�,� •• H 2111 H 0 WW 01 NO W ((nn H (n ZOZ N (/� ••• 1-.1 HH J ik-i in 6JJ 2 • • m i 4 0 5 1 +(� H -I IQ 2 IQ m H • N+ D 12 W 0 NIT, n e om W • m HS H HH • r -1111 O N - 1 H 0 W H H N 1� N 1-+ < J ZT • W m N P O A m CD 1--L H H W H Z • rr 0 W W o CO -n IHJ > ? W W H (n N 0 13 > G) m W T d co 6 1GOV NN £LZ 3 DH ZLZ 3 Nfl0 ON ILZ (HONVN8 N2BISV3IM NOI10f') 17# INIOd IV WM as 06LZ LZ V# INIOd 01 noa SHdV2JOO2 GAH 01 L# NISVB JO HdVLID0 KIAH acV AN 17aa�vLO N 693 117 0 an L93 IL 0 S1 99Z T S'I- 38 S9Z 8£'0 V8 179Z TZ 0 0 ON LEZ HdV2iO llNfl SS31NOISN3WIa SOS (NV MN 9£Z `e138W'1N 3AWD SOS `TIVdNIVtI 'MO1A 38V8 'V32IV L# NISVB 3O NOI INId3a AN S£3 L# NISV8 LO AN 1783 T'O S'T OT %`L' ££3 TZ 0 0 ON ZE3 (HONVH8 N643LSV3 V 63AI8 3AWdQi3HS 3O NOII3411) 17# JNIOd 01 WN T£Z HONVW N?fa 1 SV3 NMOG £# JJNIOd W02Id HdV2JO080AH ONI1111S32i ONIJI102! WN 083 170I9 11' 67Z Z DH 8ZZ IL 0 0 ON 1_63 (e Ili 3W4G13HS 3H1 3O HON'Vd8 Nb3.LSV3 3H1 NO) MN 9ZZ £# JNIOd IV 9# (NV £# SNISVB MOW SHdV2IO02JGAH a31f108 aaW AN VZ,90(VE0 NN 28.0 an £ZZ Tl 0 Si ZZZ T S'1- 38 TZZ 617'0 V8 OZZ TZ 0 0 ON 261 Hdy2JO lINn 5S31NOISNIGNIG SOS (NV INN Z6I `e138A11N 3A2r10 SOS `TIVdNIVH 'MO1A 3SV8 V32IV - 94 NISV8 3O NOI JNId3a AM • TOT 9ff NISV8 90 MN 061 03'T an 68T VL 0 Si 88T I S'T- 38 L81 ET'T V8 981 I3 0 0 ON 6ST HdriJ uI".n Ct`�'t``31NOISNDAIa SOS (NY NM 8ST `838M11N 3AiID SOS '11VdNIVZI 'MOI 3SV8 V32IV - Effi NISVB 3O NOI INId3a AN LS1 Cif NISV8 CO NN 921 3 DH SSI 30 ON VST (HONVN.8 N2RLSV3 HLIM NOIl3 1T 30W�!32IISdfl L Y') i7# INIOd IV MDI CST ZAIOM3S3ZI WOW a3UlON HdV2iJO8GAH 01 Vff NISVB 3O HdV2IO0N0AH 00V WN ZSi 17aaV170 AN TSI OT 6 8 L 9 S 17 £ 3 T aI 3NI1 V 3OVd 1f1dNI T-D3H L a6ed NWNMNWNHH- HHHHWOOpOpD�Oppp 0000JJ J-4J NHOQ3 4 MWAWMlnAW NHOOM -IC 0L N Hi KnHU io n 0 0 O �O A •NO (T P300W0 ton 00 01 NO ›� J bN 0 4' H 00 W O0ZZ 0OUR OZ� (� HZ 0 4 T 0 Z 6 qso 0 m •s m ' L?m " m Cm X H xH -ice HO PH "6 I r� o z HHZU cW H HR' -iZ ? 1 40 rn � 00 1o N3z 17 "20 ir..A r . xi u-) 5342 m0 m MT T *0 I D b ›.--1 I e Z 90 d i i 1 H U7 4 m 0z m H 1 d m co Co Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK InINE L (V) ROUTING (--->) DIVERSION OR PIMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 24 01 V V 58 01T02 63 02 97 02ADD2 V V 102 RSERV V V 112 RSTO4 117 04 151 O4AJ' D4 156 03 190 06 224 03ADO6 V V 229 3T04 234 07 268 07ADD4 273 ADD4 V V 278 4T05 283 05 f'N * * 0 0 Di (1 • > • -I • • cf) 9 (Jo co 1—+ 0 Page 11 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: CR5&10.hc1 PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES TIME TO PEAK IN HOURS RATIOS APPLIED TO PRECIPITATION OPERATION STATION AREA PLAN RATIO 1 RATIO 2 .60 .69 HYDROGRAPH AT 01 1.73 1 FLOW 1008. 1275. TIME 12.90 12.90 ROUTED TO 01T02 1.73 1 FLOW 782. 988. TIME 15.50 15.50 HYDROGRAPH AT 02 1.28 1 FLOW 1125. 1429. TIME 12.40 12.40 2 COMBINED AT 02ADD2 3.01 1 FLOW 1146. 1465. TIME 12.40 12.40 ROUTED TO RSERV 3.01 1 FLOW 665. 860. TIME 16.20 16.10 ** PEAK STAGES IN FEET ** 1 STAGE 135.88 136.35 TIME 15.20 15.10 ROUTED TO RSTO4 3.01 1 FLOW 635. 818. TIME 17.70 17.70 HYDROGRAPH AT 04 .39 1 FLOW 80 183. 242. TIME 12.80 2 COMBINED AT 04ADD4 3.40 1 FLOW 653 840. TIME 17 70 17.60 HYDROGRAPH AT 03 1.13 1 FLOW 395. 519. TIME 13.40 13.40 HYDROGRAPH AT 06 .49 1 FLOW 185. 249. TIME 13.00 13.00 2 COMBINED AT 03AD06 1.62 1 FLOW 561. 743. TIME 13.20 13.20 ROUTED TO 3T04 1.62 1 FLOW 489. 647. TIME 14.80 14.80 HYDROGRAPH AT 07 .38 1 FLOW 214. 288. TIME 12.50 12.50 2 COMBINED AT 07ADD4 2.00 1 FLOW 521. 687. TIME 14.80 14.80 Page 12 2 COMBINED AT ADD4 5.40 1 FLOW 925. 1234. TIME 14.80 14.80 ROUTED TO 4T05 5.40 1 FLOW 918. 1224. TIME 15.30 15.30 HYDROGRAPH AT 05 15 1 FLOW 128. 164. TIME 12.40 12.40 2 COMBINED AT 05ADD5 5.55 1 FLOW 931 . 1240. TIME 15.30 15.30 Page 13 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413. 413. 521. OUTFLOW 0. O. 857. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS .60 135.88 .00 503. 665. .00 16.20 .00 .69 136.35 .00 521. 860. .20 16.10 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 User ID: SHAHABIAN Request 357 from node SYSB Project ID: PERSONAL : 111111111111111111111111111111111H 1111111111111111111111111111h 111 11111111111111111111111J111111111111 111111111111111111111111 : : 11111111111111 ► 1I ► 111 ► 11I ► 111111iiiiiili ► 11111111111111111I1I11111111111111 ► ► 111111111111111111111111111111111 ( 111111111111111 ( 111 : w WWW wwww WWWWW wwwww w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w ww w w wwwww www w wwwww wwwww WWW wwww www wwwww WWWWW www WWW W w ww ww ww w w w w w ww w w w w wwww wwww w w w w w wwww w w wwww www w w ww w w ww w w w w www w w ww ww w ww w w w WWW w w wwwww www www www ww www www : 111111111111111111111111111111111111111 ( 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ( 111 : : 11111111111111111111IIIIII11 ► 11111111111111111111111111111111111111111111111111111111111111111111111111 ► 11111111111111 11111111111 : [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 7 records Pathname: <SYSB-2>PERSONAL>SHAHABIAN>SHELDRRAKE>CR2550.S1 File last modified: 91-03-19.19:39:04.Tue Spooled: 91-03-19.20:18:40.Tue Started: 91-03-19.20:18:24.Tue Page 1 I ii Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: CR25&50.hcl ***************************************** *************************************** * * * * * FLOOD HYDRO( tAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINFFRING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 02/08/1991 TIME 11:06:54 * * * * * * * ***************************************** *************************************** X X )000000( XXXXX X X X X X X XX X X X X X )000000( XXXX X XXXXX X X X X X X X X X X X X X X )000000( XXXXX XXX . . . Full Microcomputer Implementation . . . . . . by . . . Haestad Methods, Inc. 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM M v m m a W ° Q a O * * * * * * * * * * * * * Oorn� OM�RiNVN� M`nrt0.-�N�rn • * * * * * * * * * * * * * •• * * * * * 000800 ,-r-,-�NONCO�,,,COCNiMM O • * * * * * • * * * * * p 0000000000000000000 * * O• * * * 0 * * 80c0 � MV�t� ti �NOMC4� •• * * * U • ,,,,, 0° , MMOV RN WON • * * * * * 0000 • •HHN •r00 O MMM • * * * * * (H * * (n 0000°O 000°0000°00000 a0 MH * * * I).- * * U) NNMMNNOOTrO U) MM MgN4r • ro *rs- * * * i * * g8crvm)U)0 N°'c N NRm o�1 �6� • �� * * * * * 000000 2.tiC'MVAmrnrnrn • NO * * * CO. * * Z 000000000 0000000000 • wt : * * * * ocor�+ .�.,o��vvMWMMP.� a� v •�r,� .. EE * * P * * 000000 0—I,-�•P--°r° rm°i0)0)0)0)0) �•• U 44 3 * * * * 0 0000° 000°0000°000°0 • M WZZ * * * * p�HH�td'OaH Obi O�iOt�OW��jpMCON 1"HHH * * * * W P222t0 R Nrr tiOf,•iMtA�Dr p :re * * 000000000°HHH -0O 0 0000000 N o Y W& * * * * * * WN �HrNO2�N0�t0rNcomOtncOrn,-42 M U) * Z * * W Oov CO NrO� .-to� rMOO(OrNCONV •• D rHH ** H U)U) * * �H 000000 9��NN I�0000DCOO� OO)Q)Ori H H vUU = * * * H H15 OOUO°00000°0000 0p000 U VV UU * * * 117 pMpMrrrrMM(N�NaO��ONODOD�v M U) 2 O * I l * * H �NMU) NNNNrtrOU)0rU) r OM cvO.+ r r tO�� Nr N • • H (� * * i 00000000,-+. h •I�ODCOOOCflmNO�CA H Z0* * * * * mH 0000000000°000000000 M OI * W .. - .:: g * * U) U NNM OO MOO OD rNrNO rN Cn I- co * * H� * * 0 00 0000006�H+�H'ctOut•NMMMMM0rn0i M * * QW * * -U p 0000c°�c0�00000000p00000 • * * * 2 * * }N� ph OO,i.1.HMN�O�i�otA� �aonD6.�-�rn�NO J H *• * * FFF�---W * * 0 0)C 00000p008,13 1Ci0N0)0000 MEI I- * * * Z * * r� O - • — • • • • • •000p000000000 000000000 LL * * * * * Drioomoov U O ONOOROOUOO,�-�u)MNONr4 OMNMNM •• H * * * * * * * * * * * * * r 00•0 0 •0 •' •0 om m •O)rnm H * * * * * * * * * * * * * * * * * * * * * * * * * * 00 .0 .0 .0 .0 0000°000 00 0000000000H000H000000 ,0c4 YYdMddMfdaMf IBJ ,-'NM'7"N°m2r�i�,M-i7=n1RE4 NNN NNNNNMat'ONMMMCOc00°.f�N4MATrSt7)' LH J Page 4 52 PC 0.9805 0.98182 0.98288 0.98392 0.98496 0.98598 0.987 0.988 0.98899 0.98997 53 PC 0.9904 0.99189 0.99284 0.99377 0.9947 0.99561 0.99651 0.99740 0.99828 0.99914 Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 PC 1.000 1.000 1.000 1.000 1.000 55 BA 1.73 56 BF -1.5 1 57 LS 0 80 58 UD 0.8 59 KK 01TO2 60 KM ROUTING FLOW FROM BASIN ##1 THRU CARPENTER POND DOWN TO 61 KM JUST UPSTREAM OF THE SHELDRAKE RESERVOIR (POINT 2) 62 KO 0 0 21 63 RM 20 2.5 .15 64 KK 02 BASIN #2 65 KM DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 66 KM AND SCS DIMENSIONLESS UNIT GRAPH 67 KO 0 0 21 94 BA 1.28 1 95 BF -1.5 96 LS 0 79 97 UD 0.33 998 KK 9 KM 02ADD'1 ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 100 KM TO POINT 2 OPOINT 2 (JUST UPSTREAM OF SHELDRAKE RESERVOIR) 101 KO 0 0 21 102 HC 2 Page 6 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 103 KK RSERV 104 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 105 KO 0 0 21 106 RS 1 ELEV 133.35 107 SV 0.04 9.84 187.2 257.36 300.9 347.92 381 .11 403.24 411.54 439.2 108 SV 470 658 109 SE 109.6 113.6 124.6 127.5 129.3 131.0 132.2 133.0 133.3 134.35 110 SE 135 140 111 SS 133.35 50 3.3 1.5 112 ST 136.35 400 3 1.5 113 KK RST04 114 KM ROUTING HYDROG APH FROM SHELDRAKE RESERVOIR DOWN TO .JUNCTION OF 115 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 116 KO 0 0 21 117 RM 10 1.5 0.1 118 KK 04 BASIN #4 119 KM DEFINITION OF BASIN - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 120 KM AND SCS DIMENSIOM_ESS UNIT GRAPH 121 KO 0 0 21 148 BA 0.39 149 BF -1.5 1 150 LS 0 73 151 UD 0.70 JJJJJrr NNI (9S�NNN� NNN� A WNOO �TSI WWW WWWn MINN AN WN8T8T,S,W4 TAWfmTI 7ZC 0i vO H i0 0 ZC Kn0 v(nn0 0 O OO • J O SO • —p1 �Djj 1 O 1 O r r r • A NO ? a0A0 OJ 00 A NO m 80mt00 8 N00(X)0 W NO *H • II vH r �X vJ gHJ gH q • O . O Z „al OrO ZA O Z O N4i . m _, H !..j �mH r O r mo r 0 W((HAA (HA H -511 O> 9 q O FO • Z —mOO $)! A n Z� -4 Zi cOa I H ZI ZI �Z • r H H 119 o� iT H• N -i �+ D r+ 2 r N D µ D IQ r in 1 O TH F 0 • m dOg m m • mH • * P 2 * . m tea mem § 4 . H Z H J TZI O i4cPH � �1 13 8 0H h . sq 0HP 4 t P T v v m uo H r 0 D G) m A 13 av t0 m -4 WNWN 4 `W-+�µ'4167Np�� pN�ONDOND .N! Tl WN.O100) J0 04-4 ., ONi-+ 1O co 1 t0a 10 m0 0WO01O O Ui 00 0 m0 _1 J gHH 0 H Oo 0) 0 HZ 000 0Zg or Hgm o .. i PH mm X X .Z1 ��' z 16 z 21 0 4V i 40 at ml mm T mm A m mi m m mM D O >H 71 /Mv I/ v v 8 d O H m t 4 d 10 a+ CO Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONVECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 25 01 V V 59 01T02 64 02 98 02ADD2 V V 103 RSERV V V 113 RSTO4 118 04 152 04ADD4 157 03 191 06 225 03AD06 V V 230 3T04 235 07 269 07ADD4 274 ADD4 V V 279 4T05 284 05 Page 10 318 05ADDS (***) RUNOFF ALSO COMPUTED AT THIS LOCATION Page 11 Page 12 PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS FLOWS IN CUBIC FELT PER SECOND, AREA IN SQUARE MILES TIME TO PEAK IN HOURS RATIOS APPLIED TO PRECIPITATION OPERATION STATION AREA PLAN RATIO 1 RATIO 2 .79 .88 HYDROGRAPH AT 01 1.73 1 FLOW 1547. 1782. TIME 12.90 12.90 ROUTED TO 01T02 1.73 1 FLOW 1200. 1384. TIME 15.40 15.40 HYDROGRAPH AT 02 1.28 1 FLOW 1738. 2007. TIME 12.40 12.40 2 COMBINED AT 02ADD2 3.01 1 FLOW 1793. 2078. TIME 12.40 12.40 ROUTED TO RSERV 3.01 1 FLOW 1187. 1440. TIME 15.90 15.80 ** PEAK STAGES IN FEET ** 1 STAGE 136.65 136.81 TIME 15.90 15.80 ROUTED TO RSTD4 3.01 1 FLOW 1068. 1292. TIME 17.40 17.30 HYDROGRAPH AT 04 .39 1 FLOW 304. 358. TIME 12.80 12.80 2 COMBINED AT 04ADD4 3.40 1 FLOW 1096. 1325. TIME 17.40 17.30 HYDROGRAPH AT 03 1.13 1 FLOW 649. 763. TIME 13.30 13.30 HYDROGRAPH AT 06 .49 1 FLOW 316. 375. TIME 13.00 13.00 2 COMBINED AT 03AD06 1.62 1 FLOW 933. 1101. TIME 13.20 13.20 ROUTED TO 3T04 1.62 1 FLOW 812. 957. TIME 14.80 14.80 HYDROGRAPH AT 07 .38 1 FLOW 364. 432. TIME 12.50 12.50 2 COMBINED AT 07ADD4 T2M.00 1 14 FLOW 14.70 860 1014. Page 13 2 COMBINED AT ADD4 5.40 1 FLOW 1562. 1856. TIME 14.70 14.70 ROUTED TO 4T05 5.40 1 FLOW 1548. 1839. TIME 15.30 15.20 HYDROGRAPH AT 05 .15 1 FLOW 200. 232. TIME 12.40 12.40 2 COMBINED AT 05ADD5 5.55 1 FLOW 1567. 1861 . TIME 15.20 15.20 MIMI Page 14 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413. 413. 521 . OUTFLOW O. O. 857. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS .79 136.65 .30 532. 1187. 1.50 15.90 .00 .88 136.81 .46 538. 1440. 2.00 15.80 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 User ID: SHAHABIAN Request 356 from node SYSB Project ID: PERSONAL w www wwww wwwww wwwww w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w ww w w wwwww www w wwwww wwwww www wwww w www www www w w ww WWW w ww w w w ww w w w w w ww w w w w wwww w w w w w w w www w w ww w w ww w w w w ww w WWWWWWWWWW www w w www www www ww www www • [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 7 records Pathname: <SYSB-2>PERSONAL>SHAHABIAN>SH8_DRRAKE>CR100.S1 File last modified: 91-03-19.19:28:52.Tue Spooled: 91-03-19.20:18:40.Tue Started: 91-03-19.20:18:08.Tue Page 1 Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: CR100.hcl ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 02/08/1991 TIME 11:16:23 * * * * * * * ***************************************** *************************************** X X )000000( X)000( X X X X X X XX X X X X X )000000( XXXX X XXXXX X X X X X X X X X X X X X X )000000( )0000( XXX . . . Full Microcomputer Implementation . . . by • : Haestad Mehods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. TYLE INPUT STRUCTURE. TTHE DEFINITIONS HE DEFINITION OFF-VAMSKKABLES K- ON RM-CARD WAS CHANGED WITH R-RTIOR- HAVE REVISONS DATED THOSE FROM 8 SEPP 81. TH SEIS9THESFORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGE EVENT DAMAGE CALCULATION DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GRFEN AND AM'T INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM M 0 0) M d H W 0 Q a. O * * * * * * * * * * * MMH.-icrHc�HMsttMtDcDNtO(mNVtOD C0 pOH•7rr * * * * * * * * * * * 800)rr-itA�rzrOHNHHNM M rr�00O)O • * * * * * * * * * * * «thhh tcO000 • * * * * * NV r �Otn ONS tOrca • * * * * * 000000 HHHNo-a aD rna!a!a . • * * * * * 060000000 00000000000 0) * * * * * aDaDaDM 0t)DM MOrpMtrnMOMMV rn 801,8s� m008pp000p • Nr * * * U * * 6600000,E N(� QI§RtgV trOrM • o * * * v) * * o0 0 •. orn rnrnrnv, • * * a• �o * * * U)�J * * rOr0000mmcovcovaoov�coNvaooaoproao�occo��Omc�ovoaaopp •• rr ** * ** * Q ** ** .. OON-O NN � ��(�'Jc�7(OmvrnN�oNcht�t�Of�� * * * * * 600000 OHrri(V •rr aorn mmFi0 • .. * * * * * o . • ,� �� * * * 0 * * 2 000000000 0000000000 N HV * * r�-'+ * ** * * * H �o��° gmorMmB� � H HH * * H * * * * 000000 -0HH -NNaoaD -0)0)000)0 * * *F * 0 0000 000°000000000 Q * * * * lL p�MO)�rnrn t�aDNt�c0t0 pppp�+.+cmcO,�MaD 3 * * * * * * W 80NmrnCQO �N"OOrM�rnM�ic�tntMoraO • H > * * * 0000�O HHH 00 COWaD00)0)0o)O) H HHZH * * * * * tt11 0000Q0000° °000000°000 •to O VU Who-* R 1: : rn 6 N �ie�Nc�tro�rnNtrotrNittOnrNt�D t�a°D0 r C) • W lo * Z p * * )- 00/tnt:ONrO)MHOtO roe cONNOpN'� • o * H ~ * * %h NM t000NtD,iaONOiHs�OO H * N * * 1H 00000•0°00000°00000 .0000 U / U_ i h * * * !�• MMrrrrMMNNaDV tONaDaD aQ 8 u)N • H H 0 * g * * " goo`0o8000 N�° @aiggm m • Q: * H * * O p 0 Hll* * * WH 00m00000000 000000p00p0p00p M S * * H * * O Np*N•+mp�V0pc�tOc0 V�'Mst�cjM NNet•+N 4(Or-+vN+,N0) • 5 H 0* * Z * * Z� OONf�MMOO�tngcNOcORcH00),M-tc90t�1)N LL 0 * * H..J & * * ZO 0000,s0 • ,-tH,-sN •r0DaDMMOvo0)0)0) • W M * * • * h-0 * * HH 6 0000 0000 0000000006 CV * * * N * * HNC) ZZU0 H,-1HHHHC9f tDIDNtO mritn� prom * *H * * * 9* ** * } HiC) 000000(00`Ou�3N0N0w0))0) atr)0))Q * * * * *** H 0000000000 0000000000 • * * * * * OH ° O000rl H * * * * * NOH MN N000H0001LO0O10 * * * * * * * * * * * * H * * * * * * * * * * * * 00 '0 '0 •0 •0 * * * * * * * * * * * * V 0 0 0 0 0000 0000 VV 0 OH2OHHH HHHHOHHHHHOOHOHH� Higft fdit�Q.ftftnd_��d�Ufa Z HN"tOtDra000.H-t,N-=,M-r�1�,0-I 42R NNN NRNNNNe°gf�cNOfOAMAMMILMWM H J Page 4 52 PC 0.9904 0.99189 0.99284 0.99377 0.9947 0.99561 0.99651 0.99740 0.99828 0.99914 53 PC 1.000 1.000 1.000 1.000 1.000 Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 BA 1.73 55 BF -1.5 1 56 LS 0 80 57 UD 0.8 58 KK 01T02 59 KM ROUTING FLOW FROM BASIN #1 THRU CARPENTER POND DOWN TO 60 KM JUST UPSTREAM OF THE SHELDRAKE RESERVOIR (POINT 2) 61 KO 0 0 21 62 RM 20 2.5 .15 63 KK 02 BASIN #2 64 KM DEFINIiON OF BASIN ##2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 65 KM AND SCS DIMENSION_ESS UNIT GRAPH 66 KO 0 0 21 93 BA 1.28 94 BF -1.5 1 95 LS 0 79 96 LD 0.33 97 KK 98 KM 02ADD'2 ADD HYDROGRAPH OF BASIN ##2 TO HYDROGRAPH ROUTED FROM BASIN #1 99 KM TO POINT 2 APOINT 2 (JUST( UPSTREAM OF SHELDRAKE RESERVOIR) 100 KO 0 0 21 101 HC 2 Page 6 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 102 KK RSERV 103 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUME-ELEVATION DATA 104 KO 0 0 21 105 RS 1 ELEV 133.35 106 SV 0.04 9.84 187.2 257.36 300.9 347.92 381 ,11 403.24 411 .54 439.2 107 SV 470 658 108 SE 109.6 113.6 124.6 127.5 129.3 131.0 132.2 133.0 133.3 134.35 109 SE 135 140 110 SS 133.35 50 3.3 1.5 111 ST 136.35 400 3 1.5 112 KK RSTO4 113 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO JUNCTION OF 114 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 115 KO 0 0 21 116 RM 10 1.5 0.1 117 KK 04 BASIN #4 118 KM DEFINITION OF BASIN - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 119 KM AND SCS DIMENSIOT�LESS UNIT GGRAPH 120 KO 0 0 147 BA 0.39 148 BF -1.5 1 149 LS 0 73 150 UD 0.70 VOGV NN £LZ Z DH ZLZ Z 0 ON ILZ (HONWO Nd3.LSV3HUM NOlIDNT) V# INIOd IV INA OLZ 69Z V# INIOd 01 C13Lf1021 SHdV2fD024GAH 01 L# NISVB dO HdVMOOaCLIH C]C]V VCKIVLO NND11 69Z ib'O (f1 L9Z IL 0 S1 99Z T S'i- d8 S9Z 8£'0 V8 V9Z TZ 0 0 ON L£Z Hdral0 lINn sS31NOISN3WId SDS ONV W)4 9£Z '2i38Il'J 3AB T1 SOS ' VdNIV21 'MO1d 3SV8 V38V - L# NISVB AO NOIIINIA3G L#F NISVB LO )DI V£Z T'0 21 OT MI E£Z TZ 0 0 OM ZEZ TEZ (HOIW2i8 N6131SV3 V 213AR1 3NV8 13HS dO Noway) 14 INIOd 01 hA HONV2 8 N2BISV3 NMOL] E# 1NIOd AMA HdV2iO02KIAH ONI1111.638 DNI111021 VOl£ I'04 NN 086 Z OH 8ZZ TZ 0 0 0)I LLQ ( 2i 3 HS 3Hl AO HON'V2i8 N2l3LSV3 3Hl NO) WM 9ZZ £# 1NIOd IV 9# GNV £# SNISV8 MOW SHdVIJO l (13]l10d C]OV 9O(1V£0 WA VZZ 28'0 an £ZZ IL 0 Si ZZZ T S'T- d8 TZZ 617"0 V8 OZZ TZ 0 0 0)1 £61 HdylO IINn 5S31NOISN3AIG SOS CNV hA Z61 '2i3&(t'J 3A2fl) SOS 'TIVdNIV21 'M0ld 3SV8 V321V - 9ff NISVB AO NOIL„INId3O 90 NN 061 9#F 031 an 68T PL 0 S1 881 1 S'T- d8 L81 ET'T V8 98T TZ 0 0 0)1 681 'MUD urn $STh0ISP3WIC] SOS (NV NDN 8ST '838140N 3AB SOS 'llVdNIV2i 'MOld 3SV8 V32IV E# NISVB dO NOILINId30 NDN LST £# NISVB CO MN 9ST Z OH SST Z0OM PST (HONVLfe NN3ISV3 Hl.IM NOLLDMT AOWW3ZLLSd1 IsIT) V# INIOd IV O NDN £ST 8IOAN3S321 YV021d Q31f108 HdV80O8GAH 01 V# NISVB dO HdV 0ONGAH (X V NIA ZST VOQVVO MN TST OI 6 8 L 9 S V £ Z T C]I 3NI1 V 30Vd 1f1ddI 1-D3H L abed Page 8 274 KM ADD SHELDRAKE RIVER & EASTERN BRANCH ROUTED HYDRO( tAPHS AT 275 KM POINT #4 (.JUNCTION WITH EASTERN BRANCH) 276 KO 0 0 21 277 HC 2 278 KK 279 KM4T05 ROUTING RESULTING HYDROGRAPH FROM POINT 4t4 DOWN SHELDRAKE RIVER 280 KM TO POINT #5 (EXIT POINT FOR ENTIRE WATERSHED) 281 KO 0 0 21 282 RM 10 0.5 0.1 283 KK 05 BASIN #5 284 KM DEFIN171ON OF BASIN - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 285 KM AND SCS DIMENSIOM_ESS UNIT 2GRAPH 286 KO 0 0 287 PB 7.2 313 BA 0.15 314 BF -1.5 1 315 LS 0 78 316 U) 0.32 317 KK 318 KM 05ADD5 ADD HYDROGRAPH OF BASIN #5 TO HYDROGRAPH ROUTED TO POINT #5 319 KM AT POINT #5 (EXIT POINTORI ENTIRE WATERSHED) 320 KO 0 0 321 HC 2 322 LZ Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK I_ LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONVECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 24 01 V V 58 01T02 63 02 97 02ADD2 V V 102 RSERV V V 112 RST04 117 : 04 151 04ADD4 156 03 190 06 224 03ADO6 VV 229 3T04 234 07 268 07ADD4 273 ADD4 V V 278 4T05 283 05 Page 10 317 OSADOS (***) RUNOFF ALSO COMPUTED AT THIS LOCATION 0t7'Zi 31111 3193 MOld T TO'E Z(OVZO IV 03NI90400 Z OV'ZT 31111 '£IVZ Mold I 83' 1 ZO IV HdV2 )0a0AH WTI 304I1 3991 MOld 1 EL'I Z0110 01 Q31fl0b 06'31 311I1 •8ETZ MOld T EL'i TO IV HdV2 )0?K1AH 00'1 I OIIVJ NVld V3HV NOIIVIS NOIlVa3d0 NOI1V1IdI03ad 01 03IlddV SOIIVU 52f10H NI )V3d 01 3411 S31I11 3M 9S NI V3HV 'ONOD3S a3d 1M Dieno NI SMp1d SNOI1V1116110O OIWUT ON003 OI1Va-NVId 31d1 Yl 80d Ae VW flS 00Ia3d-d0-0N3 30VIS 0NV MO-IA MV3d ****************************************************************************** *** *** Wa01S MV3A-001 :1 NV1d *** *** *** *** :SMOTIOd SV 3M' *** *** 53000 SISA1VNV 0001dL1inM 3Hl '1f101NIad SlllS3LI 3Hl NI IVHI 310N *** *** *** ****************************************************************************** ************************************ SV QiS 31dLL TVI a0d ********************* *********************** 031-4SH3 1VM 83AI8 3Wi(V BHS dO ONI11300W *************** IL 01 OL 1108d 9# NISVB-915 NI ND EL 01 3L 110ad t7# NISV8-91S NI ND :ID1-1 blll'VV 31I3 01 SNOIIVOIdI4011 (TOH'VIIT1IN 1V NIJImO d0 Ad00) IDH OOTHO :31WN 31Id if1dNI *************************************** ***************************************** * * * * * * * £Z:91:11 30411 1661/80/Z0 31V0 Nfla * * 91996 VINUOdITV0 `SIAVO * * * * 133a1S 0NOD3S 609 * * 88 onv ZO 03SIA38 * * 831N30 ONIN33NION OI001080AH 3H1 * * 1861 A8VfkJ83d * * SHIG3NION3 dO SdaOD AMHV 'S'fl * * (I-03H) 30VNOVd HdVHDONOAH 000ld * * * * * *************************************** ***************************************** IDW OOTHD :al !d e4e0 03'9 :uoisJaAllH 9000939011 :N/S ID3H TT a6ed 01'91 3VlI1 '179EZ MOld i 99'9 900V90 1V 03NI8NOO Z 017'ZI 31111 IV HdV2tJ02lQAFi 08Z M01d T 91' 90 01'91 31111 '8ZEZ MOld I 017'9 SOD 01 Q31f108 09.17T 31111 19£Z MOld I 017 9 1700V IV Q3NI811OD Z OL 17I 31111 •617Z1 MOld T 00.3 VGQVLO IV 03NIBN00 Z OS'ZI 311I1 '9£9 MOld I 8E' LO IV HdV2JOO GAH 01 '17T 311II -1811 MOld 1 Z9'1 17111E 01 Q31f102i OZ £T 311I1 •8981 MOld T Z9'1 900V£0 IV Q3NI8100 Z 06'ZT 31111 9917 MOld 1 617' 90 IV HdVUDOW H 08'81 31111 6£6 M01d I £i'I £0 IV HdVa0080AH OZ'LT 31111 £1791 Mold i WE 17010VIO 1V Q3NI81OO Z 08.ZT 311I1 'T1717 MOld i 6E' 170 IV HdV JO0HQAH OZ'LT 31111 '2091 Mold T 10•8 1701S8 01 amnia OL"Si 31111 00'L£1 3OV1S I ** 13l-E NI S30VIS MV3d ** OUST 31111 '6LLI MOld T TO'8 AN3S21 01 431f10a Z1 a6¢d I-03H AO c B 1VNNON *** I-03H AO ON3 1VNHON *** 00' OL'SI 09'E '6LLI 'Si'S S9' 00'LET 00'1 swam SOH S2f)OH S30 1A-0V MVO 83A0 A313'S'M Arid 32KTIIVA M0131f10 XVW d01 83AO M01A1f10 3JV2JOIS H1.d3O 21IOA29S38 AO AO 3WI1 AO Will NOIiVii'10 1"r1WIXVW wnwilxvw 1 C VIXVW mmaxvW 0I1V8 'LS8 '0 'O MO'1dif10 .IZS '£T17 'EU, 30V801S SE'9ET SE'E8T SE'EET NOI1VA313 MVO AO dOl 15380 AVM11IdS 31TIVA -T'IlINI I NV1d AN3S8 NOIIVIS 80A SISAIVNV HYV380/ONIddOTh3A0 ma AO ANVNWIS SI a6ed i APPENDIX D SUMMARY OF RUNOFF FLOWS DEVELOPED CONDITIONS (R30 DETACHED) User ID: SHAHABIAN Request 399 from node SYSB Project ID: PERSONAL :FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF: :FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF: W WWW WWWW WWWWW wwwww W w W w W W w W W WW WW w W W W WWWW WWWW W w w ww w w w w ww w w wwwww www w Wwwww wwwww w w wwwww wwwww www w ww w w w w w ww w w w WWWW w w w w w w w w www w w ww w w w w W www ww ww w w w w w www w ww www www FFFFFFFFFFFFFFFFFEFFF n FFFFFFFFFFFFFFEFFFTTFrmmFFFFFFFFFFEFFFFFEFFFFFFFEFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF: :FFFFFFFFFFFFFFFFFFFFFFFFFFFrFFFFEFFFFFFFFFFEFF FEFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFEFFFFFFFFFFFFFFFFFFFFFFFEFFFFFFFFFFFFFFFFF: [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 2 records Path name: <SYSB-2>PERSONAL>SHANABIAN>SHELDRAKE>N57.S1 File last modified: 91-03-20.11:31:44.Wed Spooled: 91-03-20.11:32:04.Wed Started: 91-03-20.11:27:20.Wed •VVZT 'VE6 MOld T Ob'S VG0V IV 03NI81100 Z 08'iT 08'IT 311I1 •969 '639 MOld T 00'Z VGWLO IV 03NI8W00 Z 05 ZT 05*ZT 311I1 '00£ '233 MOld ? 8£' LO IV HdVNDOKIAH 08'VI 08'PT 3144I1 '999 '96V MO-1d T Z9.1 VOJ E 01 Q31f10a OZ'ET OZ'ET 31111 'ESL '699 MOld ? 39'1 9OCVE0 IV 03NI81100 Z 0021 0021 3IN11 09Z '96T MOld I 6V' 90 IV HdVMD0 CIAH - OV'ET OV'£T 3WI1 '612 'CRC MOld I ET_'? £0 IV HdVaJOHCAH 09'LI OL LT 311I1 nt 8 '£So MOld T 017'9 Vnnyi0 1V rmr.IT 4JO Z 08'ZT 08'ZT 311I1 ZSZ '36I MO Id T 62 b0 IV HdVb0OaOA1 OL'LI OL'L1 31111 '9I8 '9E9 MO-H T TOE POISJ 01 m1f108 01'91 03'91 31111 92'9£1 88 581 30V.1S I ** 1334 NI S3JVIS NV3d ** OT 9T OZ 91 3WI1 '098 '299 MOld T TO'E Aa3S8 01 Q31fO8 OV'Z1 0''Z1 311I1 '99V1 '91'11 M01d I 10'E Z00VZ0 IV G3NI81100 Z 01►'ZT Ob'ZT 311I1 '63P1 '2311 Mold T 83'1 ZO IV HdVa)ONGAH 02'51 02'21 31111 'O0S '30L MO-1J 1 CL.? 301TO 01 L:1J110l 06'ZT 06'31 31111 'SLZ1 '8001 MOld T EL'I 10 IV HdVa0080AH 69' 09' Z OI1Va I OI1V8 NV-1d V3HV NOIIVIS NOI1V1013d0 NOI1V1IdI03ad 01 031-IddV SOI1V8 SafIOH NI )JV3d 01 31111 S31IW 3aMf1JS NI V3JV `aNOD3S aid J33d mano NI SMQ1d SNOILVJIlcWOD OIWON003 0I1V8-NV3d 31dIl TYI a0d AaVWN'1S Co0Ia3d-d0-013) 30V1S 4NV MOld )IV3d T abed Page 2 TIME 14.80 14.80 ROUTED TO 4T05 5.40 1 FLOW 927. 1234. TIME 15.30 15.30 HYDROGRAPH AT 05 .15 1 FLOW 128. 164. TIME 12.40 12.40 2 COMBINED AT 05ADD5 5.55 1 FLOW 940. 1250. TIME 15.30 15 30 Page 3 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413. 413. 521 . OUTFLOW O. 0. 857. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W S ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS .60 135.88 .00 503. 665. .00 16.20 .00 .69 136.35 .00 521 . 860. .20 16.10 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 User ID: SHAHABIAN Request 398 from node SYSB Project ID: PERSONAL :►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►PPPPPPPP1PPIIP1►i►►►►►►►►►F►►► : :►►11►►►►►►►►►►►►r►►►i►►►►►►►►►►►►►►►F►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►,11►►►►►►►►►►►►►►PPPPPP►►►►►►►►►r►►►►►►►►►►DDDD . W WWW WWWW WWWWW WWWWW W W WW WW W w w ww ww w w w w WWWW WWWW w w w ww w w w w ww W W WWWWW WWW w wwwww WWWWW w w www wwwww wwwww www w wW w w WW w w w ww w w w w wWww w w w WWW w w w www w w ww w w w w w W WW w w w w WW w w w W W WWWWW WWW W WW WWW WWW ►11►►111111►►►►►►►11►►►►111111►►11►►►►11►111111►1111►►►►►11►►11►►1111►1111►►►11►1111►►11►►11►►1111►11►►►111111111111►►►►►►►11►►►11►►►11►11►►►►►11►►►11►11►►►►11►►►•►.►►►►1111►► : 111111111111111111111111111111►111111►111111►1111111111111111111111111111111111►111111111111111111111111111111►11111111111111111111111111111111111111611►11111111111111011►111111111111►►1111111111111111111111►►1111.11►111111111111111111111►1111 : [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 2 records Pathname: <SYSB-2>PERSON.AL>SH4HABIAN>SHELDRAKE>N257.S1 File last modified: 91-03-20.11:29:28.Wed Spooled: 91-03-20.11:29:48.Wed Started: 91-03-20.11:25:16.Wed 898I .t7L91 MO-Id I Ob S V00V IV 03NI8h0D Z OL'tiT 08'i1 31/4I1 • 1V 03NZ8W00 Z bZOT 'OL8 MOld 1 00.3 t�00VL0 09ZI 05-Z1 31'4I1 IV Hd02�C1�11I 9i 'LLE MOld I 8E. LO 08'VT 08.171 3WI1 01 031110H996 '038 MO-IA T Z9-1 1 L£ OZ'ET OZ'ET 3WI1 IV 03NI8W00 Z ZITT '17t6 MOld T 391 900VE0 00.81 0081 31,1I1 IV HdV2�0210�1H L8£ 'LZ£ MOld T 6t,' 90 OE ET 08.81 3I1 '89L 'Ep9 MOld T. EI'T £0 IV HdV10O80AH OE LI Ot''LT 3WI1 27.21 9601 MO-14 1 017'S 1700'070 1V 03NT_8^!0D 3 08.31 08 ZI 3WI1 IV HdVii`?OLICJI�H '692 'PTV MOld T 6E' PO O£'LI Ot►'LT 3W11 01 031f10» '7631 '990T MOld T TOE PO1Sd 08'9106'91 3WI1 18'921 99.92.E 30VIS I ** 133d NI SBOVIS )IV3d ** 08'91 06.91 3WI1 minor' 'L811 MOld T 102 A2f3S J O17'Z1 OP'ZT 311I1 IV 03NI8W00 Z '8LOZ 'E6L1 MO-Id I TWE ZOOVZO Ota'ZI 0b'ZT 3WI1 IV HdV21J02KLV I 'LOOZ '8ELT MO-IA I 8Z'T ZO 017'9I OV'ST 3WI1 :BET 0:031 M0-'J I £L'T ZO110 01 mirm 0631 06.31 311I1 IV HdV2fJ0210.1H 'Z8LT 'LVSI MO-IA T EL'T TO 88' 6L' Z OIIVN I OIIV21 NV-Id V3JV NOIIVIS NOI1VH3d0 NO I IV1I dI032td 01 03I lddV SO I1Vd SWiOH NI NV3d 01 3WI1 S3 IIW 32JW )S NI V32 V `ONOD3S d3d 133A OIEt) NI SMO-Id SN0I1V1f c V0D OIWON003 OI1V2i-NVld 3ldI1 TV MA Aavhh s COOT 13d-d0-0N3) 3OVIS ONV MOld MV3d I abed Page 2 TIME 14.70 14.70 ROUTED TO 4T05 5.40 1 FLOW 1560. 1851. TIME 15.20 15:20 HYDROGRAPH AT 05 .15 1 FLOW 200. 232. TIME 12.40 12.40 2 COMBINED AT 05ADD5 5.55 1 FLOW 1579. 1873. TIME 15.20 15 20 Page 3 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 • INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413. 413. 521 . OUTFLOW O. O. 857. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS .79 136.65 .30 532. 1187. 1.50 15.90 .00 .88 136.81 .46 538. 1440. 2.00 15.80 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 User ID: SHAHABIAN Request 400 from node SYSB Project ID: PERSONAL :FFFFrrFF-FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF: :FFFFFFFFFFF-FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF-FFFFFFFFFFFFFFFFFFFFFFFFF-FFFFFFFFFFFFFFFF-FFFFFFFFFFFFFFFFFFFFFFFFF: W WWW WWWW WWWWW WWWWW W W WW WW W W W WW WW W W W W WWWW WWWW W w w ww w w w w w w w w WWWWW WWW W WWWWW WWWWW w w WWW w WWW WWW WWW w WW w W WWW w WWW W W WW W WWW W W W WW W W W W WWWWWWW W wWWWWW Www W W WWW w w w ww W W W w www w w w ww W WW W W W w WW WWWW WWW WWW WW NNW WWW :FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF: IDESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer. Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 6 records Pa+k ry <SYSS-2>PERSONAL>SHAHABT-AN>5HFRDRAKF>NA10O,S1 Fiie last modified: 9i-03-20.iU:01:44.rled Spooled 91-03-20.11:41:56.Wed Started: 91-03-20.11:37:24.Wed Page 1 Page 2 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: NA100.hcl ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 02 AUG 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 02/20/1991 TIME 15:42:40 * * * * * * * ***************************************** *************************************** X X )000000( )0000( X X X X X X XX X X X X X )000000( XXXX X XXXXX X X X X X X X X X X X X x x XXXXXXX xxxxx xxx Fu! ! Microcomputer Implementoticn by . . . Haestad Methods, Inc. . . . 37 Brookside Road * Waterbury, Connecticut 06708 w (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73) , HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. NTHE EW OPTIONS DEFINITION DAMBREAK OUTFLOW SUBMERGENCE(, SINGLEED WITH EVENT DAAMAGGEE CALCULATIODATED 28 N, DSS:WRITE81. THIS IVERSION STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GRFFN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM Page 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID INPUT FILE NAME: NA100.HC1 (COPY OF ORIGINAL MULTI4.HC1) 2 ID 3 ID MODIFICATIONS TO FILE MULTI4 HC1: CN IN SUB-BASIN FROM 72 TO 74 4 ID CN IN SUB-BASIN 6 FROM 70 TO 72 5 ID CN IN SUB-BASIN 7 FROM 71 TO 72 6 ID 7 ID *************** MODELLING OF SHELDRAKE RIVER WATERSHED *********************** 8 ID ********************* FOR MULTIPLE STORMS ************************************ 9 ID ***********************************************»****************************** 1V 1V T** T.TT 11 ID *** NOTE THAT IN THE RESULTS PRINTOUT, THE MULTIFLOOD ANALYSIS CODES *** 12 ID *** ARE AS FOLLOWS: *** 13 ID *** *** 14 ID *** PLAN 1: 100-YEAR STORM 15 ID *** *** 16 ID *** *** 17 ID ****************************************************************************** 18 ID ****************************************************************************** 19 ID 20 10 *DIAGRAM 21 IT 6 16MAY91 0000 17MAY91 1200 22 10 1 2 23 JR PREC 1.0 #1 BASIN 25 KM 01KK DEFINITION OF BASIN #1 - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, 26 KM AND SCS DIMENSIONLESS 'LNIT GRAPH 27 KO 0 0 21 28 PB 7.2 00 Pr n 0 001 0 nn2 0.003 0.004 0.005 0.0n6 n.007 n Dna n nn9 30 PC 0.010 0.011 0.012 0.013 0.014 0.015 0.016 0.017 0.018 0.019 31 PC 0.020 0 02101 0.02203 0.02307 0.02412 0.02519 0.02627 0 02737 0 02848 0 02951 32 PC 0.0305 0.03191 0.03308 0.03427 0.03547 0 03569 0.03792 0.03971 0.04043 0.04171 33 PC 0.043 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531 34 PC 0.0565 0.05821 0.05968 0.05117 0.06267 0.06419 0.06572 0.06727 0.06833 0.07041 35 PC 0.072 0.07363 0.0753 0.07703 0.0788 0.08063 0.0825 0.08443 0.0864 0.08843 36 PC 0.0905 0.09263 0.0948 0.09703 0.0993 0.10163 0.104 0.10643 0.1089 0.11143 37 PC 0.114 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206 38 PC 0.1455 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0-18416 39 PC 0.189 0.19402 0.19928 0.20478 0.21052 0.2165 0.22272 0.22918 0.23588 0.24282 40 PC 0.25 0.25776 0.26644 0.27604 0.28656 0.298 0.3143 0.3394 0.3733 0.416 41 PC 0.5 0.584 0.6267 0.6606 0.6857 0.702 0.71344 0.72396 0.73356 0.74224 42 PC 0.75 0.75718 0.76412 0.77082 0.77728 0.7835 0.78948 0.79522 0.80072 0.80598 43 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044 44 PC 0.8545 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334 45 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.9007 0.90298 0.9052 0.90738 46 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638 47 PC 0.928 0.92959 0.93117 0.932730.934280 0.93581 0.93733 0.93883 0.94032 0.94179 48 PC 0.9435 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569 49 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824 50 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967 51 PC 0.9805 0.98182 0.98288 0.98392 0.98496 0.98598 0.987 0.988 0.98899 0.98997 N n� O • .$$cO O� O r(o . (D Qr r cp .g pip OA O r c0 • 8W J OJ O r• •• (0 8A O c0 (0 O (0 (0 0) CFIO (0 J O O CO CO O (D (0 N CD Page 5 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 54 BA 1.73 55 BF -1.5 1 56 LS 0 80 57 UD 0.8 5958 KK KM1T02 ROUTING FLOW FROM BASIN #1 THRU CARPENTER POND DOWN TO 60 KM JUST UPSTREAM OF THE SHELDRAKE RESERVOIR (POINT 2) 61 KO 0 0 21 u2 RM 20 2.5 .15 63 KK 02 BASIN #2 64 KM DEFINITION OF BASIN #2 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 65 KM AND SCS DIMENSIONLESS UNIT GRAPH 66 KO 0 0 21 93 BA 1.28 94 BF -1.5 1 95 LS 0 79 96 UD 0.33 97 98 KM 02ADD2 ADD HYDROGRAPH OF BASIN #2 TO HYDROGRAPH ROUTED FROM BASIN #1 99 KM fU PUINT 2 Af-'U1NI 2 (JUS UPSIREAM OF SHELDRAKE RESERVOIR) 100 KO 0 0 21 101 HC 2 Page 6 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 102 KK RSERV 103 KM ROUTING THROUGH SHELDRAKE RESERVOIR USING VOLUAE-ELEVATION DATA 104 KO 0 0 21 105 RS 1 ELEV 133.35 106 SV 0.04 9.84 187 2 257.36 300.9 347.92 381 .11 403.24 411 .54 439.2 107 SV 470 658 108 SE 109.6 113.6 124.6 127.5 129.3 131.0 132.2 133.0 133.3 134.35 109 SE 135 140 110 SS 133.35 50 3.3 1.5 111 ST 136.35 400 3 1.5 112 KK RSTO4 113 KM ROUTING HYDROGRAPH FROM SHELDRAKE RESERVOIR DOWN TO .JUNCTION OF 114 KM SHELDRAKE WITH EASTERN BRANCH (POINT 4) 115 KO 0 0 21 116 RM 10 1.5 0.1 117 KK 04 BASIN #4 118 KM DEFINITION OF BASIN - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 119 KM AND SCS DIMENSIO UNIT GRAPH2 120 KO 0 0 147 BA 0.39 148 BF -1.5 1 149 LS 0 74 150 UD 0.70 Page 7 HEC-1 INPUT PAGE 4 LINE ID 1 2 3 4 5 6 7 8 9 10 151 KK 04ADD4 152 KM ADD HYDROGRAPH OF BASIN #4 TO HYDROGRAPH ROUTED FROM RESERVOIR 153 KM AT POINT #4 (.AST UPSTREAM OF JUNCTION WITH EASTERN BRANCH) 154 KO 0 0 21 155 HC 2 156 KK 03 BASIN #3 157 KM DEFINITTION OF BASIN 43 - AREA BASE FLOW, RAINFALL, SCS CARVE NUMBER, 158 KM AND SCG DIMENSIO UNIT IT GRAPH 159 KO 0 0 21 186 BA 1.13 187 BF -1.5 1 188 LS 0 74 189 UD 1.20 190 KK 06 BASIN #6 191 KM DEFINITION OF BASIN #6 - AREA BASE FLOW, RAINFALL, SCS CURVE NUMBER, 192 KM AND SCS DIMENSIONLFS UJIT GRAPH 193 KO 0 0 21 220 BA 0.49 221 BF -1.5 1 222 LS 0 72 223 UD 0.85 224 KK 03AD06 225 KM ADD ROUTED HYDROGRAPHS FROM BASINS #3 AND #6 AT POINT #3 226 KM (ON THE EASTERN BRANCH OF THE SHELDRAKE RIVER) 227 KO 0 0 21 228 HC 2 229 KK 3T04 230 KM ROUTING RESULTING HYDROGRAPH FROM POINT #3 DOWN EASTERN BRANCH 231 KM TO POINT #4 (JUNCTION OF SHELT)RAKE RIVER & EASTERN BRANCH) 232 KO 0 0 21 233 RM 10 1.5 0.1 234 KK 07 BASIN #7 235 KM DEFINITION OF BASIN #7 - AREA, BASE FLOW, RAINFALL, SCS CURVE NUMBER, 236 KM AND SCS DIMENSIONLESS UNIT GRAPH 237 KO 0 0 21 264 BA 0.38 265 BF -1.5 1 266 LS 0 72 267 UD 0.41 268 KM KK M ADD ADD HYDROGRAPH OF BASIN #7 TO HYDROGRAPHS ROUTED TO POINT #4 270 KM AT POINT #4 (JUNCTION WI`CH EASTERN BRANCH) 271 KO 0 0 21 272 HC 2 273 KK ADD4 WWWWWW WWWWNNNN NNNNN NNMN . §i- O'4 WW4WW00) 2q§)) \)dk N A N O § U M U i H U 0 • �. rQ0 0 m0000 0 00 0 No �§ . k§7 0 o� 3§ OT co 00ZZ foOH OZ §H H \ 1 0 29 �� 7 *% 9 7 ° ® 2� ® 1 ^m oƒ 3- m HO \k16 0 \ / Ti � I o M:* -$ oOW _ \Z) �0y \ $ §$ / mo m of 11 jt% 0 ¢\ m 3 / 3 Hƒ 0 § -n } 4 0 i ° o / i 1 H m > 01 2 ® ) -v 2 co co Page 9 SCHEMATIC DIAGRAM OF STREAM NETWORK IN (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 24 01 V V 58 01T02 63 02 97 02ADD2 V V 102 RSERV V V 112 RSTO4 117 04 151 O4 ADDI! 156 03 190 06 224 03AD06 V V 229 3T04 234 07 268 07ADD4 273 ADD4 V V 278 4T05 283 05 Page 10 317 OSADDS (***) RUNOFF ALSO COMPUTED AT THIS LOCATION Page 11 HEC1 S/N: 1105260006 HMVersion: 5.20 Data File: NA100.hcl OL'VT 3WI1 IV mNI8W0O Z •09ZT M01d T 00-Z VGQVL0 OS ZT 3WI1 IV HdV2iO02iCllH ' TSS MOld T 8E' LO OL'VT 3WI1 GI G311108T6TT MOld I Z9'T 1701£ OZ'ET 3144I1 OL£T MOld T Z9-1 9001/£0 IV CBNI8WOO Z 06 ZT 314111 6LV MOld T 6t,' 90 IV HdV 3OO2JCIAH OE'ET 311I1 IV I IdVL�JOiiO.V I 6E6 Mold I CI'I CO OZ LI 3WI1 E179T MO-Id T OV E VOOtdVO IV O3NI8W00 Z 08 3T 30,111 'ESV MOld I 6E. V0 IV HdV2i`OO2iOAH 03'LT 3NII E09T MOld I TO'E 17OIS2i 01 a3lnoa OL'ST 3YiI1 00'LET 3DVIS I ** 133d NT SRJV1 S Mari ** OL"ST 3WI1 '6LLI MO-Id T TO"E AN3S2i 01 43Lf102i OV'ZI 3WI1 'ZTSZ MOld T TO'E ZOOVZO IV 03NIWWOO Z OV'ZT 314111 'ETVZ MO-1A T 8Z'T ZO IV HdVNOOtKIAH OV'ST 3WI1 "Z99I Mold I EL'T ZOII0 al Q3Lf10a 06.31. 3WI1 "BETZ MOld T EL'T TO IV HdV2i;)0aiOAH 00 I T OIIV2i NV1d V32UV NOIIVIS NOIIVilld0 NOI1VIIdID38d 01 I3IlddV SOIIV2i SWOH NI NV3d 01 31'121 S31IW 321V1 iiS NI V3aV GN003S 8Dd 133A 0I8flO NI SMOld SN0I1V1f1dV00 OIWON003 OIIV2i-NV1d 31dI L Th 2i0d /wows COOIddd-d0-ON3) 3JVlS (NV MOld MV3d ZI abed Page 13 2 COMBINED AT ADD4 5.40 1 FLOW 2365. TIME 14.60 ROUTED TO 4T05 5.40 1 FLOW 2341. TIME 15.10 HYDROGRAPH AT 05 15 1 FLOW 280. TIME 12.40 2 COMBINED AT 05ADD5 T5M5 1 15.10 2367. Page 14 SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION RSERV PLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 133.35 133.35 136.35 STORAGE 413. 413. 521. OUTFLOW O. O. 857. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILURE PMF W.S.FLEV OVER DAM AC-FT CFS HOURS HOURS HOURS 1.00 137.00 .65 545. 1779. 3.60 15.70 .00 *** NORMAL END OF HEC-1 *** NORMAL END OF HEC-1 jetilpe0 1;r\ • S e APPENDIX E SUMMARY OF WATER SURFACE ELEVATIONS EXISTING CONDITIONS User ID: SHAHABIAN Request 368 from node SYSB Project ID: PERSONAL :F-FFFFFFFF-FI-FFFFFFFFFFFFFFFFFFFFI-FFFtFFFFFFFFFFrFFFFFFFFFFI-FFE-FFFFFI-FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF)-FFFf-FFFFFFFFFFFFFFFFFFFFFFFF: w WWW WWWW WWWWW WWWWW w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w ww w w wwwww www w wwwww wwwww w w wwwww Www WwWWW WWWWW w www www w w w w WWWW ww w w w w ww w www w w wwww w w w w w w wwwwrwv www w w w www www w w www w w w w w w w w ww ww w w w w w w w w w WWW w w w w wwwww www w www www www ww www www :F-1-FFFFFFFFFI-FFFFFFFf-1-FFFFFFFFFFFFFFFFF}FFA-FFf-Fl-1-FFtFFFFFFFFFFtFrFFFFFFtFFFtFFFFFtFFFFFFFtFFFFFCFtFFFFFFtFFFFFFFFFFFFFFFFFFFFFFFFF: > > FFFF ,7 7 Frrrrr��FFTFrFFFFrFFFFFF'FFFFFFFF F [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 10 records Path name: <SYSB-2>PERSONAL>SHAHABIAN>SHElDRAKE>WEST510.S1 File last modified: 91-03-19.20:11:44.Tue Spooled: 91-03-19.20:19:04.Tue Started: 91-03-19.20:21:52.Tue H m 0) 10 0 H M N L.1) r4 H 0) N\ N ri O'- t0 0) O r` ,-4 W '''4 0)0 u)r` r`N ,-4 r v l rtir. 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NN NN HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH Page 13 rn 0 N 0) c t!Oc2 2L,-924 �Or W2 n [82W > � 100 5)10 2100 22 SS N z 88 88 0000 vv 88 .�v Cn 2 c010 00 C7 o IId rr rr rr 'n�0 PP PP p �p 5 64 66A 64C9N RP RR VM P2 '42 r`o nor nor- 60 ari vv 0 0 8 0 $2 r4 '41g Z8 Dir moi 11) Sr n [828[8 28 HH H HHc O W 66 66 66 66 66 mw R 88 88 88 88 P8 88 • N- d RR N• ,ti aq• gN P2 0)0 Mr Nr N-N rr �r mw r+ 88 888 88 88 88 8 % m§ §§ §§ §§ §§ §§ 0 N MM C-r NN User ID: SHAHABIAN Request 367 from node SYSB Project ID: PERSONAL w WWW WWWW WWWWW WWWWW w w ww ww w w w ww ww w w w w wwww WWWw w w w ww w w w w ww w w wwwww www w wwwww wwwww w w wwwww www wwwww www wwwWW wwwww www www w w ww w w w w ww w w w w w ww w www w w W WWWW WWWWW W w w w w w w wwww www w w w wwww www w w www w w w w ww w w w wwwww w w w w w ww ww w ww w w w w w wwwww www w wwwww www www www WW www www :1111,111010.11 /011,1 ►► 10.111► •10110,/,10►►• /,011►►►10./0/,/11►►►►•► , ,► •► ►0.1.•.11►►,►►► ►►1►►►,►1144 11,10.011111011,,,, : [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 10 records Pathname: <SYSB-2>PERSONAL>SFW-#ASIAN>SHELDRAKE>WEST2550.S1 File last modified: 91-03-19.20:09:20.Tue Spooled: 91-03-19.20:19:O0.Tue Started: 91-03-19.20:21:20.Tue 0 0) M d 0 r1 06 O. r-I M R p ee�t ca p pp 88 NM wO rnN MN 0O Orn mm HM NO) NM H HN NN NM MM 44 00 60 60 65 00 00 mm 88 88 22 8t0 OPO° SS LOU) 0)00) Z ,-ll v-4 rNl rN� p N(� C N 0 RR NN R8 NN NN NN RR NN NN NN NN H ILL1LllJ = SW mrl 28 O)crn MN- r2 CO) MO tim ,:-+O aD Hv M u) ' .101) M O t0 N 00 �t lf) 0)0 MM HN H gtOM (Nl) (NON 2.P. PA rnm 8,'=i 8% PN 8c0 Fa 40 01, mm r r to 0O tor- Nm mm to t0 00 00 0 HH NV WO NM NN- N-ppO ' 0 et u) c0 0 rpt MN HH ,-t1 MN Mtn N,-t t00) HN 00 M HF antro 0) ,.Mm SS V.2- WW NI m n mm mm mm OV ON MW HM M8 NHOWmm OM 000 Nm MNO NO * * W GDM MM MM MO m mm OH OM Mm MM NNM * * NN NN NN NM N M * * * * *0 * *M * *� ' * X S� 88 88 88 88 88 88 88 88 88 2" * * * NN mm * * * *lRio * Iv 0v 00 OM WI 0 �N (0N mw (0 v" * * 3 NN NN NN NN coN Nm mm RR)' mm RF,' mm *m8 * * * *w 0 * Sq 88 88 88 88 88 88 88 88 88 88 88 *� � * o' r Q NO NO NO N N Q NQ NQ N O N O N O Mo MM MM MM M2 M2 M2 M2 M2 M2 M2 *0 � * HH rIra r1r'I HH r-1ri v-IH v-1n4 HH HH HH HH *• IZ* g i O< *0 00* H N 1000 10 R1 "" ii mm 1010 88 0)00 0) *4 * * * ig EE 2g n EE Nµ 00 JJ NN hNN 00 WO ig W2 W. NIS 00 00 hfihfig 00 00 O� O� 00 00 O� 00 00 OV� g fifififi 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 WW TW tt WW WW ` W 88 WN 88 88 88 88 88 88 NN 8N 8N w� 0)0) 8 w° m'0) 1O o° ow w o -4m mm 00 cow wog ow 04 0w P a AW TT 44 WN WN N wt c:41 88 88 88 88 TT OW 88 88 88 88 88 88 8"41 88 88 TT JOD 01 TTttTWWWAcADN 010 WW W8 88 8888888s1J 088��8888N8% 2 t OWi- F AM M 0 WA OW NW T.2O OJ1(ND 011 (.µl 01001 00)01 N O to c�nt NN �pp pp�1 N'T ww NO NO �p p�(n p� 00 (410 TT �O J(N1 P22 -4((0 J",12, JN N("0 00 AO WO AW JWN AOD A (n HOOD 01001 DOOR OND. .t+N 88 2,0 OW TOOT J0 OAIN AO 001 AG1 NN lA NJ O 8 O 0 AW AW (n(n (n(n MJ WJ 0101 0101 JJ MOD 0(0 (0(0 Oro Oro WN 03J 01J d ..;?, 0� 001 (08 -40) 0)$ (nrn (D� 00)01 0101 '01'W 0101 m 000 (00 NF-' .icy, 071(1 010 f0(0 (000D� �1W �'�-` NN N�Nt JO p0101 QWpQWp WA N(01 0W c°nrn .WI- 88 WW 012 ODM 0� AJ a 011 A' Nfn (0(0 WW AW 0,01 (101 AA NN NN NN NN NN NN NN NWN NN NN NN NN NN NN P OO OO OO W W 0101 0101 (101 01(1 0101 AA 0+W AA W W W W (0c0 01(71 (10 H O 88 00 00 80 88 88 00 00gg 00 00 88 22 .n t@ o0 00 Z N 30 WO W(0 W(NO MCND WNNO1 NOoOND -''NW Q0 -4 (0011 (DDO) O0 JG0) 01(1 01(01 01((71 0)011 0 J0 ((71(1 NJ (NPN 00 A� AN Ov (DO (00rN-' NOD WOR N-'8 rn$ M(1 JA AW 2 D W rn D1 fD D N .a Page 3 V a) 0) to a N M to rn to 0 J MO MN NM WO t00 OO VM NO MN N�N1) OS 100 NN MV NM O)8 0NO )iCO MM MA RA 8A MM MM 8°v CINV 2W °4 Ovv W4 W4 41 WS -LLI) W2 N z 88 SS 88 SS Orn SS 00 00 00 88 00 00 MM ?0 88 00)00) MM L VV VV VV VV VV .co VV VV VV VV WW 00 00 00 WW WW WW VW OM HO OW OM ON ON COW 00 MM MH MM j 0)0 NNO M N-CO NN WO ON I'I' MM I'I VV I' t0(0 1010 NO NO MM VN WO t0t0 NN OWM M a) ��pp NN �y OWp 00 s� �y p COt0VO OM WN 00 TIN MH WH MO c0N NM NO ON NOOO VN °v(0 rHHOOn 4.) tote Orn Coco IACD OM MO Corn corn MM Corn Coco MM OO MM COO) NN NN 0 M O NN 88 88 28 nlM U)N 020 8I8 48 (OOn NN 0))11') MC8 (0(00 0)10 88 NO H mm.cCv��. .. .cry .. .. o .. .. p � NN MM .�N MM mm MM NM MM MMM) MM M SC') HH Nf) Hr$ ,N-+,-+ 0 N ON NO MO HO NO MM V8 OH NN MM MM OM 0)1') OM VM ON (0� W �L% LO L2 22 22 2•2 cog); 22 2O cot); 2-222 OO OO O8 810 88 88 8888 88 88 88 88 88 88 88 88 88 88 88 88 O0 MM wO 1-4 d 82 Oto OM 48 IBCA 1N RM Mj00O VO u22 A8 M8 t08 Oto 14 ppO 0 wW NCO N c0O MO MO t0O rn� MSO C MM 22 %% LO 22 22 22 22 22 22 22 22 22 22 OO OS 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 o r r r r r` r r o d o r, r` r• r N O r N O N Ma M M M MCOHH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH M(0 MCO MCO O 33 RR 0Wi) 0 0 die) 0 0 C%)C%) 0))0))mm O 0) mm 0)0) t0 c0 2 2 22 2 NN rr-i 00 �b t0 r N (0 0) 0 0 N NN N-N NN (0 88 M o "�"� 11 d coax aoao mco aoao MM WO MM MS! Page 5 • 0 0) m 0 8 rn 0_ 80 8(0 ern 100 roe 84 WR R2 oti P5 NO) 22 O`rl° ON 4P P2 2% 9 W1 42 4L0 42 W2 W$ 88 88 88 88 88 88 88 %8 80 %% 8% N Z 88 88 88 88 88 R8 R8 RR 88 28 WW °O 88 88 WW 88 RR U H %% 88 88 88 88 1I 22 88 88 88 88 %% 82 88 88 88 N0) rlri N ON 0),-1 NN rM c0�t NN- N NM 100 M0) OM 0)N Mr, W2 0)8 0)0) v28 P8 v0 8 .�� 27. 66 Way v2 Pr` RR aorn 6 vL aor aom 00 00 vv rr mu) 00 .0 Or 00 00) 00 vv 00 00 H HH0 m coag rr rr rN rao rN 00 00 MM 00 Dao 00 00 NO) NN 0r 0r 0 0 8 0 W4 WN- V8 0' 26 %R W2 2% RV tiN- NN SR CON C m° 22 88 H mT NO Q NO CSJLO RR x00) Ch Ori 202002 2R/ NQi 10(0 ��MN NN " Map (Oap vLO 0� N 22 22 �IO 0� HH c p 0 pppp p m r m �p 0 2W 8t0 4O 800 ,t.8 (1x0 t00 28 �� 22 ON 62 22 PP RW 88 58 W WO0 120(20 00 00 c00 t0Ol0O O8 tOOW 00 CQM WO 88 ON Orr NIH- Orr N-N- rr 14 88 88 2Ri 81 88 88 88 88 00) c21 R0 RO 4R R8 88 88 `28 0 S 88 8 Eli a 28 88 8 0. E ',152 M p CO N )A '412 10 2 cO U) rl r )0 10 2 0� 2 M Mr) l0 (PF') 2 J lO ) SN I2 Pg PR 22 O)1 20) OM l01 NLI) N1 O0) M0) PR ODM LL 80 80 88 88 00 00 00 00 WW 80 Ow 88 88 N00N °H NN NN C 7 rl 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 o )0 v ov u)' L it LO't U)"t ov ov Ont ONt L0 u)1 M It OV WV 0I L0 N 0)N N OM ON ON ON OM ON ON ON ON ON ON OM OM ON ON ON ON \ HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH H QQQQ QQQQ QQ QQQQ QQQQ QQQQ QQQQ QQpQ QQQQ QQQQ QQ QQQQ QQQQ QQQQ QQ QQQQ QQ N g OO vQ §O Ov vv OO vO vO OC) OO O§ OO OO § § § § RR RR RR RR 0)0) 66 0)0) O 0) 000000 22 22 22 22 22 22 22 22 s Page 7 co 0) la 0_ 0 m 0 0) �o a ;-10COOO) °vO 48 ON- 27:: 00) RI ra [?)Li) Nv 61C00 04 (0j 8L% > 0% 22 22 12 IS 21 20 20 T4 Ni 88 28 82 N Z p0i00i 00 00 88 88 00 88 00 00 00 88 88 0)00) R0 RR 88 00 L 2T II IS IS 22 II SS 02 SI 22 22 SS SS 22 22 IS (!� 26 RR 80 22 MO8R 22 6A ,NI O) I-m 22 2% 22 UO COO NO AO = 00 NN NCO 00 m-m- mm COC') mm to u) 00 NN VM 00 toy!) 00 NN tD NN 82 NNO 28 N" 80 Mti rnM OO) 2N 0v 22 N2 rI� rnM 3W 22 m g NCO rrn N. Coco corn Coco Corn Corn N-C) NCO r`r N-N Coco Coco N. Coco mrn • 0 200 a`$(W Li=1 82 00) CAN tptnccri mm RR8 22 r2N rnrn CON cc714 t0 ni�v 68 52 TW 2 Tg 23 22 R 2R p *-1 rr RN OH NN NN tVN ,N HN Nei) NM cOCO NM MM ny VV O �p MM m 01 WN 55 (00) 00 1200 t00 [2;18N ON Ov Uv N2 s (O MR v0) 1.00) 0N NN NN NN NM NM NM NM NCO NCO MM MM MM MM MM MM MM W Nr` NN NN NN NN NN NN NN N- - NN NN N-N Nr, N-N NN NN N-N °44 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 O 3 N-N rI 2;11 o N No° 28 ` rn 8N n 00 28 22 FA 22 142 84 2L% 3W 22 HN HN HN NN NN NN NM NM NM NN NM NM MM MM MM MM MM c N-N NC` NN NN NN NN NN N-N N-N- NN NN N-N- NN N-N- NN NN NN 7 UUU r, 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 a Lv tL) uiv lqv L0 lov uiv lov lnv lav 4v OV env MV WV OV U)1 OM OM OM OM OM 8% OM OM OM OM OM OM OM OO) OM 8M OM HH HH HH HH HH HH HH HH ,-tri HH HH HH HH HH HH HH I rC ri r� LE8 WW II TiErn L0 RR mc0O1 LOU) 00 Clow 22 00 00 �, WW 88 88 8'0 88 00 00 8 00 00 00 00 00 00 00 00 00 00 X HH HH nh rI r4 HH HH HH HH HH HH i H H HH HH HH HH HH HH HH Page 9 Page 10 Run Date: 1/22/91 Run Time: 15:17:38 HMVersion: 5.30 Data File: WEST2550.hc2 Page 40 SECNO Q CWSEL CRIWS EG TOPWID DEPTH VCH ELMIN VOL 10795.000 1095.00 73.09 .00 73.83 150.19 8.19 8.30 64.90 59.85 10795.000 1324.00 73.42 .00 74.19 187.29 8.52 8.82 64.90 70.48 10845.000 1095.00 73.89 73.40 74.11 354.42 8.89 5.42 65.00 60.34 10845.000 1324.00 74.30 .00 74.46 364.36 9.30 5.05 65.00 71.10 10895.000 1095.00 74.13 .00 74.21 301.89 8.93 3.50 65.20 60.96 10895.000 1324.00 74.47 .00 74.55 305.16 9.27 3.62 65.20 71.84 10945.000 1095.00 74.03 .00 74.39 223.52 7.83 6.35 66.20 61.56 10945.000 1324.00 74.37 .00 74.73 227.16 8.17 6.57 66.20 72.55 11005.000 1095.00 74.45 .00 74.53 325.46 7.95 3.58 66.50 62.31 11005.000 1324.00 74.79 .00 74.86 330.23 8.29 3.70 66.50 73.42 11040.000 1095.00 74.47 .00 74.58 240.28 8.07 4.07 66.40 62.83 11040.000 1324.00 74.80 .00 74.92 253.21 8.40 4.32 66.40 74.02 11066.000 1095.00 74.53 .00 74.62 246.26 8.13 3.76 66.40 63.18 11066.000 1324.00 74.86 .00 74.96 260.43 8.46 3.98 66.40 74.43 11132.000 1095.00 74.52 .00 74.78 154.71 8.12 5.46 66.40 63.92 11132.000 1324.00 74.85 .00 75.13 160.66 8.45 5.89 66.40 75.26 11175.000 1095.00 74.74 .00 74.87 189.77 7.94 4.18 66.80 64.38 11175.000 1324.00 75.09 .00 75.23 198.02 8.29 4.46 66.80 75.79 11222.000 1095.00 74.66 .00 75.05 212.40 7.26 6.67 67.40 64.87 11222.000 1324.00 75.05 .00 75.40 223.68 7.65 6.65 67.40 76.37 11256.000 1095.00 74.84 74.84 75.68 167.73 7,24 8.75 67.60 65.15 11256.000 1324.00 75.18 75.18 75.98 181.81 7.58 8.99 67.60 76.70 11276.000 1095.00 75.12 75.12 76.18 129.19 7.22 9.52 67.90 65.27 11276.000 1324.00 75.53 75.53 76.57 142.99 7.63 9.82 67.90 76.85 11309.000 1095.00 76.03 .00 76.37 204.45 7.43 5.96 68.60 65.48 11309.000 1324.00 76.42 .00 76.76 220.81 7.82 6.11 68.60 77.12 11363.000 1095.00 75.97 .00 76.67 75.70 7.27 8.18 68.70 65.85 11363.000 1324.00 76.26 .00 77.10 75.94 7.56 9.04 68.70 77.55 11376.000 1095.00 75.89 .00 76.87 55.00 6.39 9.61 69.50 65.94 11376.000 1324.00 76.11 .00 77.37 55.00 6.61 10.93 69.50 77.65 11430.000 1095.00 76.27 76.27 78.57 20.00 5.97 12.16 70.30 66.12 11430.000 1324.00 76.89 76.89 79.49 20.00 6.59 12.94 70.30 77.85 11480.000 1095.00 79.23 .00 79.86 125.29 8.13 6.93 71 .10 66.33 11480.000 1324.00 79.62 .00 80.32 136.36 8.52 7.48 71.10 78.10 Page 11 3 HH HH HH HH WH HH HH HW HH HH HH HH HH HH r+r HH HH HW HH 3442 pr?r HH Hr rr HH rr HH HH HH HH HH WH HH HH+ HH C 1 HH 00 �' 0)00 00 c0o0 4-4 WW WW 0101 00 00 (001 �n�n 01�n 00 m 0 I!! -4-4 rgrg gg gS 018 $(j 801 08 801 801 $g gg 00 0101 801 801 0 00 00 00 00 00 00 00 §§ 00 00 00 00 00 00 00 00 §§ r HW HH HH HH HH HH HH rr rri rr F4Wrr rF.+ rr HW HH HH N8 LaNSNN NS NSNSNSNSN8 N8 N8 NS NS NS NS Nc00 AUpt 440 . 01 4AUpt p401 . 0, A4((nn 40 A4(0i ..01 AA(Un A(pn .b 01 400 A4((nn p4(0n . 01 M 80 88 88 88 88 88 88 88 88 88 88 88 88 88 8.8 88 88 ~ { � 11 88888888888888888888888t8888888888, R ' SS Orr+ v0 JO JO OO SS 0)10 TS We, NO) '48 88 t8 (ON JO ODM JN m 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88888888r8888888888888888888888888;' 2 t OW (.41 -1r90 JO 90 00n0S8 A9 NOA O8 0a 0 �jjp pp��ai �((�nii �n �j (t�inj�i NNN 0 J00D Wc00 000) JN fn0 0Wi(Nn A0 01001 OJDOD NO cpr� N(rn 0— U)O 0►J vN J� (n p pp '%;-. H -4100 NOJ -4N vrn tom W0 04 OW 0004 MO N(M0 (n- . 0 AN . 0 NJ m0 O 0 0 (0��c0 t0 c0 t0 OD M-4 MM OM t0 0D 00 c0 0c��c0 00 00p((0n I0 c0 0 t0 c0 c0 c0 c0 (01 O c0 O � Ci JO 98 98 WO 0)8 0)10 (8nm NO) NOOi NS OW ((OOW 1OON 98 WN v1 11 tD HH HH HH MO pp�� r N00 pp HH NAWN HH HH NN err ti- H PMMA tWpW 01 NW NN mm 04 OM MM 40 AOOJ WM J(1t CON 000 000 Or OM AN AO 2 �n -4-4 -4-4 -4-4 JJ JJ JJ JJ JJ -4-4 JJ JJ JJ JJ JJ JJ JJ JJ 00 rr rr NN rr rr rr 00 00 00 00 00 00 00 00 rr rr H A 00 .8.8 $O 88 88 0.0 00 00 O$ tit 00 88 88 88 88 88 88 Z N (On F2 WWW crO J 81 8 W (0) 1 Q0)01 T8 2g 2g Q-LIDO I OD 8g ,-01 (JO(�� p(�O Al CS 0100 AW OJN 0103 WN 0.WI AO JN AN Ow AA WN ON 08 (0001 W(On r-+N r d (0 O A r d O O r N Page 13 11 11r8jg roallo Jw GiW 0 rr Iw- I- I. rr rr rr 28 NN NN NN 2888 NN 400 p4U0� 4 88 40 A4(0n 88 4((i 4App1 .D 88 88 88 88 88W CO888A W 8f�8 88 88 Cn OO A(n Nfn (7 08 Jr o 88 88 88 88 88 88 88 �8 88 88 8888 2 t OW ow 6O 1-4 N(n 40 WOE N_ 0 WW 1i:(1-.; r (N(1n("(n 8 .Ori A0 0c0O (0n(0n Nv AO * 0 NOr00 0 H ONAWWW 0 (n4 44W HO p0�OWD WW LOCO 0 C MO 4.o06 W(n NW Jr m rr 070n 40 NNA AA{4AA NN 4 NOD OW NW 00JW Oi-J JJJJ OiO1 JJ JJ JJ GOOD oioi 66 rr rr rr T WW 88 JJ 88 88 88 H fl Z N r r rH rp pppp qqpp Qp 4^28 OW 8(n JWJW O8iM 0 NN mma40 m) 01011 0Wr 0 NN '0 O1 co -u O r User ID: SHAHABIAN Request 366 from node SYSB Project ID: PERSONAL_ :CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC: :CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC: W WWW WWWW WWWWW WWWWW w W WW WW W W W WW WW W W W W WWWW WWWW W w w ww w w w w ww w w wwwww www w wwwww www w w wwwww www wwwww w WWW www www w w w w w w w ww w w w w w w WW w www w w w w ww w w w w wwwwww www w w wwwwww WWW w w www w w w w ww w w w www w w w WWWWWWWWWW w w wwwww www w www www www ww www www :CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC: :CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC: [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 5 records Path name: <SYSB-2>PERSONAL>SHAHABIAN>SHELDRA<E>WEST100.S1 File last modified: 91-03-19.20:06:52.Tue Spooled: 91-03-19.20:19:00 Tue Started: 91-03-19.20:21:08.Tue * * * i Ri *Hi 0-4 -4 J -4 J -40) 0) W0f0 0 0) * *H• W CoO O 0) 03 W r (0 0) W OUH X) li* i *0 *z1 m* * N N N N M N N M N N N N N * c• 0 D* r r r r r r r r r r r r r r r r r JD * `f el* 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 * O �* *• 4J * * * 2 8 wWWWWw . NO . WOwN ** * *. . . . . * NO W p t 3 iE A 0 3 J O Obi v A O O5D 4 * D'jt *� * * H 9 * •0) * * 88888858888888884 * .* * W 0* * 0* * * * * WWWWWWWWWWW NOwWWmL * ** * N J OAJN r O J W 0 O A Ut CO N Of O N O O O W W A J 01 H cW+ N N co N -4 W -4 (N0 lb 0 W co `A J O Ut C7 0 Op• ir+ H A c0 ro 0) -4 0) H c0 03 CD 00 t0 CO Co O W 003 r f\1 03 W N A A (0 v O 0) CO A (00 CO $ H r N N (n papp CO W H OD to 01 -! CO 0c 0t 0t O 2 OND v N W A 01 0 W J 5; W 001 -4 v 01 O H A W W W IQ 001 CrNA A A H IQ N W M 19 O N k3 T W Q. O O 10 W 0 0 0 J O O co O S $ O O O z N 03 J J -4 -4 0 0) 0 01 A W W N r r W �n T 4 w OD N (Ti (0 0 to N g W t 8iiiii r 2 CO r r W N A r r '0 d 10 co r pppp pp�� pp�� pp ai c8p pp Opp pp -4 -4 —1 CD A (n O co 0 W co M co in 0 J W coBW W µ J N (n IV Rl N . . O O O O O O O O O O O O O O O O O O O O O § O O O O c r r r I— I— r r r r r r r r r r r r r r r r r r r r r p 8 8 Q Q Q 8 Q 8 Q Q 8 8 Q 8 Q Q Q Q Q. Q Q Q. 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A A A A A A A A A A A A N N N N N N N N N N N N N N N Ni N N N N N N N N N A 8p 8p p p p 8 p p 8 p p 8p 8 p p8. 8 8 8 p p 0 CO CO CD g 0 CO 0 CO CO 0D ) CO 0 CD 0 CO 0)W 8 -4 0) c• 00 00) 01 co c00 c00 8 8 8 8 OD -4 A W co 00 Or 8 0D W J (00 3 r 2 °I- 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 888888888888888888888888 -1 J O 0 0 0W( 03 03 03 0 03 CD 0 ) 0 CO FA CO pO 03 CO 8 SO CO M 00 ((00 W 0c 00) (IQ 01 N 0 c00 00 00 (D COOOJ J 001 f01 A W N (00 A N m N_ 0 D pp) WN Cr?)N (n 01 CO CO N N N J W (0 J CO J 01 01 H • O W 8 J W 0 A COCO CO (J0 CO W A A ((0 N (n Q CAI N 0) W c0 A N O 0 0 r r r r r r r r r r r r a rn (n r c0 to 0 0 00 ((, Opo ro c0 c0 0 (0 Q0 0 0 0 0 00 (0 co CO C CO W (0 00 0Wc cc) 0D 00 8 W W CONW J J A W W H N O O W J 00 11 m r cri W r r I(-�, r r r N r FA Ni (r'� r (N� A 01 03 2 • J 01 J J A J *co OD O Ni O0D 0 W (00 01 W N A N W W J N 8 Co rn (0 pip I-'.rn F-' 0 -4 Ni Q�p r 0 0 0 0 0 0 p0 {0 F H n W 8 J •0 0 0 O 8 8 O O O O O 8 O •8 •8 8 O O 8 8 O Ni r r r r r r r r r r r r r r r r r r r r r r r r 0) co co Ni Ni Ni N N r r r r r r r 0 0 0 0 0 0 0 0 O < Ni Co 0 (J 0) 0) A Ni cD (0 0) 01 (n H O (0 CO CD -4 J 01 01 01 A 0 CO 00D (n c00 ~ 01 NW (0 W 0Ji 0 Co0W 1-1 A CO 19 0 N W (0n CO CO CO 0 r 0) (0 m d (0 CD 03 User ID: SHAHABIAN Request 354 from node SYSB Project ID: PERSONAL :4QQQQQQQQQQQQQQQQQQQQQ444QQQQQQ4QQQQQQQQQQQQQQQQQ444444QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ444QQQQQQQQQQQQQQQQ44QQQQQQQQQQQQ: :QQQQQWWQQQQ444QQQQQQQ4QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ44QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ: w www wwww wwwww wwwww w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w ww WW wwwww www w wwwww wwwww wwwww www www wwwww www w w w ww w w w w ww w w ww w w w wwww wwwww www w www w w w w w w w w w w ww w w ww w w w wwwww w w www w ww www www :QQQQQQQQQQQ44Q4444QQQQQQQQQQQQQQQQQQQQQ44QQQQQQQQQQQQQQ44QQQQQ44QQ4QQQ4444Q4QQQQQQQQQQQQQQQQQQQQQQWWQQQQQQQQQ44444444QQQQQ44Q444Q: [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 8 records Pathname: <SYSB-2>PERSONAL>SHAHABI.AN>SHELDRAKE>EAST.S1 File last modified: 91-03-19.19:21:16.Tue Spooled: 91-03-19.20:18:36.Tue Started: 91-03-19.20:17:40.Tue * * * * H *S N* WWWWW (ninMOM WWWWW NNNNN rrrrr m H :9° IF §§§§§ §§§§§ §§§§§ §§§§§ §§§§§ g H 0 *0% Z * zl m* rrgg�ii rrg4�J�jt rr8 rgr��Ujpt1 rgr�jt Z * I 0* c0OI�NO4 NANOA c0DONOA 0WDANOA 0 NOA .0 0 * - 0 d* 88888 88888 88888 88888 88888 m * 8 �* * W * * * 2 r* 088cD�4 W�-40M 00000 0000W 00000 * * cADciorccoa NAWNW ..,MiJ+JJ OQOiot(NJ W NM4W(n * (DDT * * * * * OMMOO * wJJ(W�0N0O * * .8'8'8'8'8 p p8 NAi 88888 88888 88888 * * * c0* * 0* * 0* * * * * cow-4 -40000 00000 IIDID( g8(OI C) *�o000Ow . . . . . . . . . . . . . . . .. . . .. . . . . .. * WNcpNNmNWWNpNW4ppOWWpAOW aNnWO Of.IJ( 0 Oo0n0W NwOONccO OOWMOW WWJNO c4+OWNA WONMN H �o0No O°W00 OwN~0 IDC* 01.Fs -JW0$� rnJO�O�(n. 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NNOpN 0 Mpp Maa N 00f,-MMI 1oo H0 oatm -0O0mtH0mQ00H itMltr-M M —TO , w �000� rnrnrnrnrn ram mm8 oao88 o(oo88 08080 rirel rirlrlH 8=2 2 88888 28N88 88888 888'42 88888 88880 802 ry mooa� R8 8888 O Mu00N88NON I0vNp p0 Nr - Hnmr4UNLOrnr M 000 • ~c 13282 228 88 00N0w 000orn 0800000ornp 80028 0000p0 7 rl ri HH ri 88888 88888 88888 88888 88888 88888 88888 88888 • a N- Loma" Lommmo NOC0N00 M �NM�LDNN MM� O � 0MLwC) MO00 HH HH • g00000 00000 00000 00000 0000 00000 00000 00000 c • (I) MMMMM MMMMM 22222 AAAAA 22222 CC C4)( ))m MMMMr% 28222 7 c AA A�Aa p 00000 WWWWW mi o� fighrOcpcO�OcO 88888 88888 00000 0000p0 7 00000 rrrO(o 0 0p r NOAC" wc00M WrrrN 3 0 2 88888 88888 w rrrr►i rrrr 00000 OOOQC 04.00) UUNiOJM 0 0 (�,,a� NN 0 U1 c00 N .\)0000 0 (n N gg8g8 0 8 0 JJ-4-4M 01(n01(nA d WW000 'Mg? m AANAJ 0 TgAtt (N8%8 Ap p 0,000,0 N 88888 88888 Z -40444m A (n AµJON 0 000-40NW0NJ .00.0 .0.00 d f0 co W t0 co User ID: SHAHABIAN Request 365 from node SYSB Project ID: PERSONAL W WWW WWWW WWWWW WWWWW W W WW WW w W W WW WW W W W W WWWW WWWW W w w ww w w w w ww w w wwwww www w wwwww wwwww wwW w w wwwww wwww wwwww www www wwwww www w w ww ww w ww w ww w w w w ww w ww ww w ww w ww w w w w w w w wwww wwww wwww wwwww www w www w w ww ww ww w w w w w w w w wwww w w w w ww w w ww w w w VAN w wwwww w w WWWWW w w WWW w ww www www [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 3 records Pathname: <SYSB-2>PERSONAL>SHAHABIAN>SHEELDRAKE>OVEREAST.S1 File last modified: 91-03-19.20:04:24.Tue Spooled: 91-03-19.20:18:56.Tue Started: 91-03-19.20:20:56.Tue H 0 rn A O. nt H 0) M H H O) H H N 6 88888 MIR- R2Mi O) �00� MM8 M 9 .-I N cO f� ,-4C0 r I N h 0 .-4 N M M N H H H H p p H 88888 UM 88888 88888 88888 HHHHH .0.000,0 000000 0)0)0)0)0) MMMMM rn)0n)0 0MM00 00)0)0)0) 0)0)0)0)0) 00000 HHHHH = 0)0)) ti� MNO,N+H MNIODO1- IOCOONWM OOcMOMO U)U)r•1 Io r.IN 0 0 .1,t o I,Q IO co N f-h 0o O 8n28 83888 '0M MS@ -UN8 H • N1M00p , NNMVINcc a. 1) 00000NNN MVN ) p r4r4r-I 0)0)0)0)0 00)c00r MNO0N- M0NWO cONWOM)0 V0)NL0O * * p N H * * 0 OWOMM 0000100)0) 0)0OOHO OHHHN ,-IrH4NNN-I * * W 0)0)00)0) 0)0)0)0)0) 0)0) 00000 * * H H H H H H H H H H H H H * * IS * *� 88888 0m0885 8M8M2g 38888 0,m,v P5 MMMM HHHHH * * *� * 0808° �r�0� ti0MWO WMNVM O)),M-IVIM000) * * 0)0)0)0)0) 0)0)0))0))00)) 00i0)0)0) 00000 H rrrI *2 8 * HHHHH HHHHH * * *W o * cZ� 88888 88888 88888 88888 88888 iJ I * * I6* *m H* W HHHHH NNNNN MMMMM ��VVT: I[)IL)IOLOIt) *N OiH* * * * * * Page 2 Run Date: 2/11/91 Run Time: 13: 7:41 HMVersion: 5.30 Data File: OVEREAST.hc2 Page 10 SECNO Q CWSEL CRIWS EG TOPWID VCH ELMIN VOL 51.000 176.00 112.98 112.13 113.52 32.30 5.90 110.00 1.87 51.000 238.00 114.30 112.59 114.85 47.02 5.95 110.00 2.52 51.000 304.00 115.10 113.06 116.00 52.36 7.60 110.00 4.20 51.000 362.00 115.98 113.43 116.62 97.60 6.95 110.00 9.47 51.000 453.00 116.25 114.00 116.81 106.20 6.95 110.00 12.50 52.000 176.00 115.12 115.12 116.19 32.42 8.31 113 00 1 .92 52.000 238.00 115.59 115.59 116.90 41.86 9.19 113.00 2.59 52.000 304.00 116.12 116.05 117.59 53.09 9.74 113.00 4.27 52.000 362.00 117.55 116.42 118.82 88.65 9.06 113.00 9.60 52.000 453.00 117.63 117.00 119.63 90.83 11.33 113.00 12.66 6.000 176.00 118.41 .00 118.45 128.09 1.62 117.00 2.60 6.000 238.00 118.68 .00 118.73 133.64 1.66 117.00 3.48 6.000 304.00 118.99 .00 119.04 139.88 1.67 117.00 5.41 6.000 362.00 119.61 .00 119.64 152.29 1.38 117.00 11.26 6.000 453.00 120.27 .00 120.29 182.88 1.29 117.00 14.87 7.000 176.00 119.61 .00 119.78 66.97 3.83 117.00 3.43 7.000 238.00 119.73 .00 119.98 71.22 4.68 117.00 4.52 7.000 304.00 119.83 .00 120.17 74.37 5.56 117.00 6.68 7.000 362.00 119.89 .00 120.33 76.34 6.33 117.00 12.96 7.000 453.00 120.43 .00 120.70 115.59 5.26 117.00 17.33 8.000 176.00 126.26 126.26 126.84 25.43 6.12 124.00 3.85 8.000 238.00 126.55 126.55 127.21 28.59 6.50 124.00 5.01 8.000 304.00 126.81 126.81 127.54 31 .67 6.82 124.00 7.22 8.000 362.00 127.02 127.02 127.79 33.93 7.07 124.00 13.55 8.000 453.00 127.32 127.32 128.15 37.35 7.31 124.00 18 22 9.000 176.00 132.67 .00 132.83 102.35 3.79 131 .50 4.28 9.000 238.00 132.84 .00 133.02 107.79 4.16 131 .50 5 54 9.000 304.00 133.00 .00 133.20 112.91 4.49 131.50 7.87 9.000 362.00 133.13 .00 133.35 117.09 4.73 131.50 14.29 9 000 453.00 133.29 .00 133.54 122.83 5.10 131.50 19.09 10.000 176.00 135.98 .00 136.01 242.67 2.24 134.50 5.49 10.000 238.00 136.12 .00 136.16 252.37 2.45 134.50 7.07 10.000 304.00 136.25 .00 136.30 254.98 2.63 134.50 9.70 10.000 362.00 136.36 .00 136.41 257.04 2.77 134.50 16.36 10.000 453.00 136.51 .00 136.57 260.05 2.96 134.50 21.52 11.000 176.00 140.89 .00 141.13 111.97 4.53 139.00 7.62 11.000 238.00 141.06 .00 141.33 129.28 5.02 139.00 9.77 11.000 304.00 141.20 .00 141.49 135.71 5.45 139.00 12.91 11.000 362.00 141.30 .00 141.62 138.33 5.77 139.00 19.99 11.000 453.00 141.44 .00 141.79 141.98 6.21 139.00 25.75 Page 3 Run Date: 2/11/91 Run Time: 13: 7:41 HMVersion: 5.30 Data File: OVEREAST.hc2 Page 11 SECNO Q CWSEL CRIWS EG TOPWID VCH ELMIN VOL 12.000 176.00 159.81 159.81 160.38 41.18 7.99 157.00 8.61 12.000 238.00 160.12 160.12 160.70 47.02 8.38 157.00 11.05 12.000 304.00 160.35 160.35 160.96 50.74 8.93 157.00 14.43 12.000 362.00 160.51 160.51 161 .18 53.21 9.54 157.00 21 .69 12.000 453.00 160.75 160.75 161.48 57.14 10.18 157.00 27.73 13.000 176.00 172.86 .00 173.12 74.34 4.45 171 .00 9.67 13.000 238.00 173.03 .00 173.36 84.66 5.06 171.00 12.38 13.000 304.00 173.22 .00 173.59 95.19 5.50 171.00 16.03 13.000 362.00 173.38 .00 173.77 104.41 5.73 171.00 23.53 13.000 453.00 173.59 .00 174.01 116.16 6.13 171.00 29.92 14.000 176.00 177.02 .00 177.11 104.71 2.57 175.00 11.08 14.000 238.00 177.28 .00 177.39 123.46 2.82 175.00 14.19 14.000 304.00 177.51 .00 177.62 139.75 3.04 175.00 18.27 14.000 362.00 177.67 .00 177.80 151.65 3.23 175.00 26.14 14.000 453.00 177.91 .00 178.05 168.58 3.48 175.00 33.08 9 APPENDIX F SUMMARY OF WATER SURFACE ELEVATIONS DEVELOPED CONDITIONS (CR DETACHED, CR TOWNHOUSE, R30 TOWNHOUSE) User ID: SHAHABIAN Request 360 from node SYSB Project ID: PERSONAL • w WWW WWWw WWWWW WWWWW w w ww ww w w w ww ww w w w w wwww WWWW w w w ww w w w w ww w w wwwww www w wwwww wwwww www wwww w w www WWWWw w www www w w ww ww w w w ww w w w w ww w w WWWW w wwww w WW w w w wwww www w w w www www w w ww www w WWWW w w w W W W WW WWWWWWWWWWWWW www w w w w w www www www ww www www [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 10 records Path name: <SYSB-2>PERSONAL>SHAHABIAN>SHELDRAKE>CRWT510.S1 File last modified: 91-03-19.19:49:32.Tue Spooled: 91-03-19.20:18:48.Tue Started: 91-03-19.20:19:16.Tue H m rn 0_ M a M r; ra T1 Ci Co N 88 p 23 vS p Mtn��pp TO,- o 82 me 82 81 12M IO4 0 . . . . . . ,ra rare raN NN NM M4 M4 M 3 H 00 00 pp p pp 0o pp r-r o0 J Z rara rat MM 8W 88 88 SS PP SS lOIn rnrn H NN NN NN pp pp NN NN NN NN H NN �N NN NN NN 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O MN Or N2 .MO) WR 0(00 H 16 MM VW ON. WO VW WO WO NM VV VW VV 16 rn raM O)r+ rr COO N)0 No U) rirn 0 81 42 rail ora Corn r+rn (4u) 0)0) A0 8g ora P 0 c7174u 88 88 Wo' V W V v WW RR 28 88 H m 4 COU) NN 48 $8 000)) 072 CND n4rI PCMO 0))00) al * C (Or. 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O c0 22 22 22 100100 1200 22M 10010 1010 100100 100(00 1.00100 Fa rr rr ra lL 1 rn0 `CON OP "'t N8 84 R8 qaa P8 'tO 82 M0) 28 10v '48 0 ION ON NM Mu) MM MM MM VV MM 1010 MW WM OW NN NW Orl MN HH O p N t1� �p pp pp p 00 NHM-i M0 NV NW MO MN MN HM MN N°8 OV ON ON VO ON MO HO NN NW cow NN Nr- N- - NN N-- NI,- pow 40 1.010 00 pow u)u) VW MO O• 0 M 0 IS 82 28 28 32 28 211) 0)0v 8� 22 vN Nv M8 '104 °8 PS 00)00) 00 mN WM MO a- �" M NN MO NM MN N0 � °N- MN 88 NO V4 HH HH 0 NO C� p NM u� V 0)M VM 010 Orn NH MH ON 0)M OV NO NN OMMu) HN VO COON 4V cOOOM W NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NON NN 88 P2 88 88 88 88 88 88 88 n 88 88 88 82 88 NM M NV MV VO . ri NN N NN NN NN pp pp E rico NH 010 VO Nit NO NH NH MM NO MV 00)M OM NV MV 00)0 NO WN NH N v)0 -O NO NH rr♦ c S N N N N N N N N N N N N N N N N N-ti N N N N N N N N N N N N N N OW N N 7 U 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 N C� QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ QQ V• M NN 00 8 00 0MM PP0 HH HH N NN NN Ml) (M MM VV NN PP 22 7 00 V 0 0 0 ri ri HH HH rI r4 H HH r-4'-+ HH HH H1-1 HH HH HH HH 0: HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH Page 11 7 Page 12 Run Date: 2/ 8/91 Run Time: 11:52:15 FMVersion: 5.30 Data File: CRWTS&10.hc2 Page 41 SECNO Q CWSEL CRIWS EG TOPWID DEPTH VCH ELMIN VOL 11510.000 653.00 77.52 .00 77.97 73.37 6.52 5.74 71.00 42.89 11510.000 840.00 78.80 .00 79.09 127.84 7.80 4.96 71.00 53.56 11545.000 653.00 77.91 .00 78.08 130.43 6.91 4.39 71.00 43.06 11545.000 840.00 79.05 .00 79.15 151.43 8.05 3.71 71.00 53.83 11565.000 653.00 78.04 .00 78.11 200.59 7.54 3.22 70.50 43.24 11565.000 840.00 79.13 .00 79.17 306.29 8.63 2.63 70.50 54.11 11588.000 653.00 78.10 .00 78.14 209.92 7.50 2.02 70.60 43.44 11588.000 840.00 79.16 .00 79.18 318.14 8.56 1.54 70.60 54.44 11600.000 653.00 78.13 .00 78.17 182.95 7.83 1.90 70.30 43.65 11600.000 840.00 79.17 .00 79.20 280.10 8.87 1.59 70.30 54.78 11620.000 653.00 78.14 .00 78.20 209.52 7.84 2.76 70.30 43.89 11620.000 840.00 79.18 .00 79.22 307.50 8.88 2.44 70.30 55.14 11643.000 653.00 78.19 .00 78.21 222.36 7.69 1.53 70.50 44.10 11643.000 840.00 79.21 .00 79.23 240.34 8.71 1.33 70.50 55.44 11655.000 653.00 78.19 .00 78.24 204.21 7.79 2.28 70.40 44.31 11655.000 840.00 79.21 .00 79.24 303.15 8.81 1.80 70.40 55.76 11673.000 653.00 78.20 .00 78.25 220.60 7.70 2.85 70.50 44.42 11673.000 840.00 79.22 .00 79.25 311.82 8.72 2.44 70.50 55.94 11703.000 653.00 78.26 .00 78.27 417.62 7.36 1.29 70.90 44.95 11703.000 840.00 79.25 .00 79.26 443.84 8.35 1.10 70.90 56.71 11767.000 653.00 78.27 .00 78.28 410.14 7.17 .93 71.10 46.72 11767.000 840.00 79.26 .00 79.26 424.65 8.16 .89 71.10 59.10 11799.000 653.00 78.27 .00 78.28 396.20 7.17 .94 71.10 47.66 11799.000 840.00 79.26 .00 79.26 415.22 8.16 .90 71.10 60.34 11840.000 653.00 78.28 .00 78.28 385.01 6.48 .88 71.80 48.61 11840.000 840.00 79.26 .00 79.27 402.55 7.46 .73 71.80 61.60 11846.000 653.00 78.28 .00 78.29 373.97 6.08 .83 72.20 48.92 11846.000 840.00 79.26 .00 79.27 391.05 7.06 .68 72.20 62.03 11858.000 653.00 78.28 .00 78.29 370.89 6.78 1.19 71.50 49.10 11858.000 840.00 79.27 .00 79.27 400.45 7.77 1.11 71.50 62.27 11915.000 653.00 78.28 .00 78.31 336.70 7.28 1.91 71.00 50.24 11915.000 840.00 79.27 .00 79.28 358.83 8.27 1.63 71.00 63.87 11971.000 653.00 78.28 .00 78.35 185.38 7.38 3.09 70.90 50.93 11971.000 840.00 79.28 .00 79.30 309.41 8.38 1.75 70.90 65.09 ro rn A CL 88 888 NN JJii fn NN 00 88 00) WgOg) gg �1 N 00 § 00 00 00 00 g N EE E g E gE gE gE 8E 88 88 88 88 88 NN JJ JJ Jd JJ JJ R ow COC ON 4-,1WO 1-,0P 3 r 9 r • 88 88 88 • . 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Cn 8-4 82 8',71 88 O1Ji W5 o 8 v v QA�A WN 00 J01 -JO) 0)-I MM CDN OW MMM N J WO 1-'0 'T1 OI rr CnJ NN A(n 0101 AUS Q 8W d8 W8 t2 JJJJ JJ JJ JJ O 00D OECD (0(0 rr rr rr T H f1 tt 88 tt 88 88 88 Z AUt ONJN � rn� WN 0O W r mo mw OD WO c0OA Win of to 0 d CO CD r User ID: SHAHABIAN Request 359 from node SYSB Project ID: PERSONAL • w WWW WWWW WWWWW WWWWW w w ww ww w w w ww ww w w w w wwww wwww w w w ww w w w w ww w w wwwww www w wwwww wwwww WWW wwww w w wwwww www wwwww wwwww www www w w ww ww w w w ww w w w w w ww w w WWWWW W wwww WWWW W w w w w wwww www w w w wwww www W w ww wwww w w ww w w w w WW W wwww w w w ww ww w ww w w w www w w w w w WWWWW www www www WW www www • [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 10 records Path name: <SYSB-2>PERSONAL>SHAHABIAN>SHELDRAKE>CRWT2550.S1 File last modified: 91-03-19.19:46:28.Tue Spooled: 91-03-19.20:18:44.Tue Started: 91-03-19.20:18:52.Tue ri 0 0) m Cl. N H N N H H W W N 88 u� NM 80 2(% �N 1000 '0 Mg ,-l0) N6 NO 0 . . . . ..1 r-N NN NM MM 44 10u) Intl) Into 6 O o Oo 0 HOO OO RR 88 88 t88 88 °O x88 u% 28 rt rt r+rN-1 RR NN NN H CV CV CV CV NN NN NN NN CV CV NN NN NN NN LLLL 22rI 28 0)m M" oN rnN °8 �m 8% op HH LOU) 'V Vu) W00 Oh WO V4 MO 0)0) HN > HH H HH OM Wm WN .h-IN- NCV) Ohio) OH' 0)10 0 NN 08 COW Vu) ON COO NN roto ON r-W WMi u)10 1010 OW 0 OMOWD OM WO NM MM VW WN 00 rN 00 M) F MN Ti SS S8 1' �) NN 82 °M8 RR RR NI ON N0 M%d ,,,W HW OM OQ II MO MW 8N OWDOOO) 0)N VH NM * * W NN NN NN NM MO (OC") Ma) OO OM OM ((V)M * * * * *0 * *M * *� 24 88 88 88 88 88 88 88 88 88 N� * * * * X nSR *� * 'W �4 12 rn% 0m 48 rlN 88 M� 2R NN- *�p e� * S NN NN NN (VN NN NS MM 8; 82 2c74 28 *00 O * U * * *1 * 88 88 88 88 88 88 88 88 88 88 88 *W N *� 0 * c� r rd r-r� r-ra NH N H NH N NH N rt NH r r; r-rt * ..t * 00 00 000 00 00 00 00 tO t0 00 00 00 *< 0 * OW LAW WW LOU) WW WW LOU) LOU) OW WW WW *0 1 * HH HH HH HH HH HH HH HH HH HH HH * * I I O* 0<* k g §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ *M H* W .. 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I 00.011 20'9 22'22 29.21I 61'311 2.0'211 00.98T 000'12 10A NIW13 HDA 4IMd01 D3 SMIZD 13SM0 b OND3S OT abed ZD4.1SU3A023D :91 !d e4e0 02'2 :uo!sua 16:32:21 :ew!1 un8 16/TI/Z :ages un8 6 96ed V2:ZE:21 16/11/Z (131f103X Nna SIH1 THIS RUN EXECUTED 2/11/91 13:32:54 Page 3 Run Date: 2/11/91 Run Time: 13:32:21 HMVersion: 5.30 Data File: CROVERST.hc2 Page 11 SECNO Q CWSEL CRIWS EG TOPWID VCH ELMIN VOL 12.000 185.00 159.85 159.85 160.43 42.05 8.12 157.00 8.95 12.000 249.00 160.18 160.18 160.74 47.86 8.40 157.00 11.41 12.000 316.00 160.39 160.39 161.01 51.31 9.05 157.00 14.88 12.000 375.00 160.54 160.54 161 .22 53.84 9.62 157.00 21 .54 12.000 466.00 160.78 160.78 161.52 57.74 10.23 157.00 28.32 13.000 185.00 172.89 .00 173.17 76.30 4 52 171 .00 10.06 13.000 249.00 173.06 .00 173.41 86.06 5.18 171.00 12.78 13.000 316.00 173.25 .00 173.63 97.09 5.56 171.00 16.53 13.000 375.00 173.41 .00 173.81 106.11 5.80 171.00 23.43 13.000 466.00 173.61 .00 174.04 117.57 6.20 171.00 30.57 14.000 185.00 177.06 .00 177.15 107.44 2.62 175.00 11.53 14.000 249.00 177.33 .00 177.43 126.72 2.85 175.00 14.66 14.000 316.00 177.54 .00 177.66 142.40 3.08 175.00 18.85 14.000 375.00 177.71 .00 177.84 154.28 3.27 175.00 26.12 14.000 466.00 177.94 .00 178.08 170.89 3.51 175.00 33.80 leuipue0 V 1 i APPENDIX G SUMMARY OF WATER SURFACE ELEVATIONS DEVELOPED CONDITIONS (R30 DETACHED) anl'Z£:OZ:OZ'6I-CO-16 :pa4--e4S an1'gs:8I:OZ.6I-£0-I6 :paloodg an1'9T;TO:OZ"6I-EO-T6 :P9!S!Pow gsel al !d IS'OISIMVN<3MV2i0313HS<NVIBVHVHS<1VNOS2nd<Z-EISAS> :aweu4ged spuooau OI :ez!s 1ego1 :suoigdo foods ZV1 :sagnq!.4gqv gsanbaau!ud ZV1 : uawuou!nu3 Jaloodsao 6u!sn Lou' 'uagndwo0 aw!ud '8861 (0) 446!u•Cdo0 S'O'TZ 'Aad l0odS3o] MMM MMM MM MMM MMM MMM M M mm M M M M M M MM M M M M M M MM MMM MMM M M M M M M M M MMMM MMMM M MMM MMM mm M MMMMMMMMMMM M M M M M MMMM M MMMM MMMM MM M M M M MM M M M mm MMMM M MMM MMM M MMMMM MMMMM M M MMM M M MMMMM MMMMM M MMM MMMMM M M M M M M M M M M M M M MMMM MMMM M M M M mm M M M M M mm M M M M MMMMM MMMMM MMMM MMM M 1VNOS2Bd :aI gaa fond gg*g apou woJ} qg5 gsanbed NVI8v1-IVHS :CI -"MI) )a *� I* Of O) O O) Of Qt O) 0) 0)0) O) D * *0 * SS(D (JO J rnrn 00 J� H JJ 00 prfr Uf *THI2 °* WW 0)0) rr (0(a O(O WW (10U) 0Ut cow 88 m *H 73* *ZI m* H H H H r r r r r r r * I 0* loo Foto NO NO 00 00 00 00 00 00 O O O 0NO iv(13 MO NO NO 0 * 0 V. *O * 88 88 88 88 88 88 88 88 88 88 88 * N * * Cl) 'd* * (00. 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Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 10 records Path name: <SYSB-2>PERSON.AL>SHAHABIAN>SHELDRAKE>NAWT255O.S1 File last modified: 91-03-19.19:58:32.Tue Spooled: 91-03-19.20:18:52.Tue Started: 91-03-19.20:20:08.Tue rc O 0) (o 0 10 Nr It H 10 W N SS Nn 22 MN 41 00 1OMi N0) NOMI Nrn c)8 H HN NN NM MCO V 0011)W 006 00 00 82 88 SS 8S 8S °O SS n RR Z .N�.NC� �V,,CSV p p N N �v RR NN NN NN CMV CMV RR NCV NN CAVA NN NN H SR N )MI mm Opp ti MNN p r 2 S2 p O0) 1 O O HH 40 VV VW COW ON 00 v W 0)O mm HN > HH rI rI r1 1WV HID ON NN QV,- °° ION MO NN 0100 CI)O 4L1 6N ro0 NN 66 NN N6 60 In6 In6 66 H m6 IN VM vv4r4 'N-InI OM VIWO Mn) NO TIN 0O MI) F 6O 6O MN- NN 6� �6 vv 44 NI- 66 mM mm cmM NV �N- NSM mop wW MO NNpMMp NV ON (0(0 NO v � * * W NN NN NN NM NM mm MM MM MCN MM Mm * * * * *0 * *0) * *� * 88 88 88 88 SS 88 88 88 SS NN * * * 5 6N 22 * * m 10 p *� * Ow NV 00)� S1W1) 8M 1°1)O ,~-IO) IOCNM) OOp ON NN * * 8 NN NN NN NN NN Nc'O MM XM MM MM QO mm * * *W O * p N 88 88 88 88 88 88 88 88 88 88 88 *8 O * a mm mm mm mm mm mm mm mm mm mm mm *1— v * NN rr NN NN NN NN NN- NN NN NN NN *Q 0 * WW WW Il)W WOO IOW WW WW WW OM WW WW *0 i * 0 HH HH HH HH HH HH HH HH v-I vI HH HH * I0* *_ * <* ' 4 g §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ H* E P4 RR gg ii mm HH 00 0)00 0) * * 00 00 �p � JJ A Q�p� w �i�i W oN -4J WEJJ JJ MM Mo En �� QO �J NN 010' NN NN WW 00 88 WW Nv N §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ §§ m rr rr rr rr rr rr rr WW WW WW WW WW WW WW WW WW WW WWWOWW WW WM WM o of W(n mW WO WW WW W01 WW WM WO mo O JJ JJ JJ JJ JJ -4-4 JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ W(0 W(0 W(0 W(0 W(0 Wo W(0 cow coo too03 0 W(0 W(0 W(0 W(0 W(0 W(0co fel 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 �t C SST 8ST(�,� (� OAi WW WW WW 8�8 88 8f8 88,E 88,E 88 88 88 88 88 88 WO :8 W(O1 v0 vW 0)01 WR J� W8 NO �O 61 WW 8("0 98 NO NO r TT W 2OI W 00 N WN WN H w 88 :8 88 88 88 88 8T 88 88 88 88 88 88 88 88 88 cn (4�tAAS� 0) 001Jt WWWWWW88888888888888888882 t A8 .$.a -4O !flW WO NW N5 ODW 18 WN Otb OW W5 WN NlJ+ 1 (� or rr rr N NM WW 0)0) MO WW NN9 rr r� pr�r pr�r C1 ~O . 0 (0003 �O W w �-'(0 J O �rn tow (n�N+ F"+N (Ill-' W r 010NN oo 3 W N (JP O (l�cp Ut pp p p pp o p fN� .(�� N8 T8NO 0001 803 JW NN O8 WN �A 88 (n(n NA ODN N� t8 85 ° 8 0 0 AW . 03 (010 too MJ MJ 0)01 Orn JJ WW 000 (000 0(0 0(0 WN WJ WJ U � 0M0 40 ON 0301 J0 OJ 0-40WA J� AW NO ro 000 WW WO A0 NO rO O 00 X00 Nl J01 MO WO 00 SOW WW rr NN NN JW WW WW (� 00 8 4t8 :O °O t8 58 88 Jt PN iAJ 58 0103 WT EU WW TW N 01 AA no NN NN NN NN NN NN NN NN NN NN NN NN NN O8 OO OO W W 01Ot 010) 0101 0)O 01(1 AA W W AA W W W W (0 v,(1� 01(11 H 0 O 00 °DO 00 WW W8 00 00 ((00(0 00 WOO 00 00 00 pp WW "Oro 00 Z N AO AO WO WINO W10 N(NO MCD NW NJ mm o OD) 00(0 JO) 01(11 0)01 0101 0)001 0 Or -4(00 ON -4001 r4 Jr ON ((11(11 00 NO NO OW WO JJ NW WN NO WO 0 (0 O W 0) N (0 CO N M m l0 0- - b 00 00 00 00 w I. 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0 CO 01 0D 01 01 01 01 0 01 01 (n Crl A pop A W A W W W W W W W W W OJ i J -4 CI . 0 - A C) CO 03 W Ut N 400 I-a Co Ca 0 co N CO W Cl v 0 0 In m r C) OI CO rn Cn Cn N ° C883T88888888888888888888 N op W oWa O WJ J J C71W W W W W VI 44 4 A -4 A -4 Ca CW W c Np CI 19 ca -4 JN tp p al GNOCO 0 A O µ (n N0i 0 N A to 01 00 W 0 -4 OD J 0 -1 ta O 0 N N N N Nr NNW N PWNNAs pA O 3 W i 88 J 3 J 8 8 W 3 W N W J c0 (n A 81-` " `-` 3 -' ' '-` " 8 ' 8 -1 " '-' -'18 ' 3 '-' 8W " 3 ' OCO CO1 ' 0) tnCry 0 0 -4 01 J CD CO J CD 03 0C3 03 CO CD CO (0 (O CO CO CO 03 (0 (0 (0 CO J W1 W COp N -4 CO J 01 A 0 N W CO (JO CD 01 to N 40 CO 0 J O� OD W � J 0 O 11 O (N� N O 0l 0 (o Oi A 0l A p4� W pCl W A 03 N OJ 01 CO WW NN A 0o (n W < 3 N 8 J 8 A A N t J W I W N N 2 3 8 8 8 A O J N J J f 1-+ 8 O @WJvJrn cT3rng1@A @ A@T AAW P N 888888888888888 88' 88888 S 0 0 0 Z N & F+ 1-+ N N N N N 1-, 11 1p� co CO CO 01 (On C11 (On A 0 A W N Oµ 0 (0 CO CO J CO Co A A A CO W to N CO CO o c-0 OD W OJ W 01 01 01 J 1-,CO (0 A 01 N CO N CO go W W A -4 0 CO( 1J+ ((00 0011 co J 13 Dl Co CO O3 J 01 (o co 01 Page 7 A I- r r r r r r r N r r r r r r r r r r r l 4 s 01 0 .01 0) 0 (0 W W 0 m to N r r r Wr r r r r r r r r r r r r N r r r r r r r W t 888888888888888888888888 00D0u.00100D000D0000000000BSo -4R P� � (08888 -4 -4ACO -4mo) to8Ca (08 • r r 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 01 co It co ONN co co co 0) co 0) co co co co co cp Cp CD Cpp 8 cpp S CO M O t00 A O J 0 N O S S (00 S S OJ S En A W N Or A N N 0 W 4 CT Ca G pp Ca rnCO C.) 03 vCOODJJQN A n co W W cD CO to CO CO (n op p 91 H •W coNcr0 S (0 A N 01 coo O W tt0 O O N co 0) W N 0 t to N Obi O 0 0 r r r r r r r r r r r r m 0) 01 r c0 t0 0 0 0 c0 03 c0 t0 0 0 0 0 0 0 0 0 0 t0 tp CO d r N N) A 0 W t NA to CO 2 JrJ0 -4 'Ca J (o 0N ~ 0pA (� ( .9 01 A 0 0) CO W t 01 OD Cr) A co N r m 8 -4 J 01 J -4 J J J J J J J J J J J J J J J J J J J [ T Dp 01 cp N prD prO D r O r r r� - r r 0 0 0 0 0 0 0 0 r r Cl r H W 8 J O 8 O S O 0 0 0 O O O O O O O S SO Z r r r I- I- I- r r r r r r r r r r r r r r r r r 0) W W N N N N N N N N r r r r r r 0 0 0 0 0 0 0 < N r CO CO J 01 W r 0 0 OD 01 N r r 0 (0 (0 W0 J J 00)) 0) 0 0) 07 N c0O W En O N W v 0 A N -4 v A A 00) W 0D 0 A W W (o C) 17 N (o m CO User ID: SHAHABIAN Request 352 from node SYSB Project ID: PERSONAL :0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000: :0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000: W WWW WWWW WWWWW WWWWW W W W W W W W W W W W W W W W W W WWWW WWWW W w w ww w w w w ww w w WWWWW www w wwww wwww w w www wwww WWW WWW WWWWW www W WWWW ww w ww w w w w ww w www ww w ww w w w w w w www wwww www www W WWW W w www ww w w w w w w W www ww w ww w w ww w w w w w w w wwww w w www w w www www :0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000: :0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000: [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 8 records Pathname: <SYSB-2>PERSONAL>SHAHABIAN>SHELDRAKE>NAEAST.S1 Fiie last modified: 91-03-19.19:04:56.Tue Spooled: 91-03-19.20:18:32.Tue Started: 91-03-19.20:17:16.Tue i > :n el 00000 Ui( 0MW W WWW W NNNNN rrrrr (il 0 *H� R* * *rr rr rr rr rr O 1 °* WM N N1NN OJO) ON 2 * * 0 ›* A0OO $ OOO 0.000 Q0C 0O .0 * p * • N 88888 88888 88888 88888 88888 * *w * * 088c0- w-i-aa 0000w 88occcD 0000w w * R �* * WWN - 00 N°C �.J n4JnA COWJWNoO - JO * * �* * * 000001 2 * * ODJJ00 * * 88888 8i,-(1M1 88888 88888 88888 * �* * 0* * 0* * * * * �OC�-4 08O0� H000c0O -'0DWC �'0000 m * * . .. . ..p�. . . . . . .p. . . . . . . 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.0m1,0 WN00J0) N0000OO WO�N0D00 8 (0 D 0 O1 t0 N (D 0) W 0T aD (0 0D On User ID: SHAHABIAN Request 361 from node SYSB Project ID: PERSONAL W WWW WWWW WWWWW WWWWW W W WW WW W W W WW WW W W W W WWWW WWWW W w w ww w w w w w w w w wwwWw www w wwwww wwwww W W www WNW W W WWWWW WWWW Www WWWWW WWW W WWWW ww ww ww w ww w w w w ww w www ww ww ww w ww w w w w w w wwwwW w WW WWWWW wwww www w www w w www ww ww ww ww w w w w W www ww w ww w WWWWW ww w w w w WW WWWW w wwwww w w www w ww www www ••••.•••••••••••.•••••••••••••••.••••.•••••••••.•••.••••••••••.•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• [DESPOOL Rev. 21.0.5 Copyright (c) 1988, Prime Computer, Inc.] Using Despooler Environment: LAZ Print Request Attributes: LAZ Spool options: Total size: 3 records Path name: <SYSB-2>PERSONAL>SHAHABIAN>SHELDRAKE>NAOVERST.S1 File last modified: 91-03-19.19:52:48.Tue Spooled: 91-03-19.20:18:48.Tue Started: 91-03-19.20:19:44.Tue H 0 0) A d S H V (o r1 H 0) a N 6 88888 OD,N-IND(uq 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HONCNO(mst 0ra)(DNmCOst r NNCMv +H NNC(()' O1NNCOmNt *0 i * *w tzz* g i *d �* o li g §§§§§ §§§§§ §§§§§ §§§§§ §§§§§ *M H* HHHHH NNNNN MMMMM 47444 00000 igEH* E W * *_* * * * Page 2 Run Date: 2/20/91 Run Time: 16:41:17 I-MVersion: 5.30 Data File: NAOVERST.hc2 Page 10 SECNO Q CWSEL CRIWS EG TOPWID VCH ELMIN VOL 51.000 195.00 113.18 112.27 113.76 34.69 6.14 110.00 2.06 51.000 260.00 114.60 112.76 115.25 49.00 6.50 110.00 2.64 51.000 327.00 115.36 113.21 116.40 54.09 8.17 110.00 4.52 51 .000 387.00 113.87 113.58 115.42 43.42 9.99 110.00 9.67 51.000 479.00 116.32 114.00 116.87 107.92 6.94 110.00 12.85 52.000 195.00 115.27 115.27 116.42 35.41 8.60 113 00 2.12 52.000 260.00 115.76 115.76 117.14 45.15 9.44 113.00 2.71 52.000 327.00 117.09 116.20 118.13 77.21 8.18 113.00 4.60 52.000 387.00 116.72 116.72 118.40 67.97 10.42 113.00 9.75 52.000 479.00 117.62 117.00 119.84 90.38 11.98 113.00 13.02 6.000 195.00 118.49 .00 118.53 129.76 1.64 117.00 2.86 6.000 260.00 118.79 .00 118.83 135.66 1.67 117.00 3.68 6.000 327.00 119.23 .00 119.26 144.50 1.55 117.00 5.95 6.000 387.00 119.44 .00 119.48 148.89 1.62 117.00 11.25 6.000 479.00 120.46 .00 120.49 199.01 1.27 117.00 15.42 7.000 195.00 119.66 .00 119.85 68.35 4.11 117.00 3.75 7.000 260.00 119.77 .00 120.05 72.55 4.96 117.00 4.80 7.000 327.00 119.80 .00 120.22 73.46 6.10 117.00 7.36 7.000 387.00 119.96 .00 120.41 78.52 6.45 117.00 12.86 7.000 479.00 120.61 .00 120.84 117.88 4.94 117.00 18.14 8.000 195.00 126.36 126.36 126.96 26.50 6.25 124.00 4.19 8.000 260.00 126.64 126.64 127.32 29.74 6.62 124.00 5.30 8.000 327.00 126.90 126.90 127.64 32.58 6.93 124.00 7.91 8.000 387.00 127.10 127.10 127.90 34.85 7.17 124.00 13.49 8.000 479.00 127.37 127.37 128.24 37.96 7.48 124.00 19.14 9.000 195.00 132.73 .00 132.89 104.07 3.91 131.50 4.65 9.000 260.00 132.89 .00 133.08 109.55 4.28 131 .50 5.88 9.000 327.00 133.06 .00 133.27 114.60 4.59 131.50 8.59 9.000 387.00 133.18 .00 133.41 118.79 4.83 131 .50 14.26 9.000 479.00 133.36 .00 133.61 124.70 5.15 131.50 20.04 10.000 195.00 136.02 .00 136.06 250.52 2.31 134.40 5.97 10.000 260.00 136.17 .00 136.21 253.28 2.51 134.50 7.51 10.000 327.00 136.30 .00 136.35 255.84 2.69 134.50 10.52 10.000 387.00 136.40 .00 136.46 257.89 2.83 134.50 16.44 10.000 479.00 136.55 .00 136.61 260.83 3.02 134.50 22.58 11.000 195.00 140.95 .00 141.19 117.63 4.69 139.00 8.29 11.000 260.00 141.12 .00 141.40 133.50 5.18 139.00 10.39 11.000 327.00 141.24 .00 141.54 136.75 5.58 139.00 13.91 11.000 387.00 141.34 .00 141.67 139.39 5.89 139.00 20.24 11.000 479.00 141.47 .00 141.83 143.05 6.31 139.00 26.97 Page 3 Run Date: 2/20/91 Run Time: 16:41:17 HMVersion: 5.30 Data File: NAOVERST.hc2 Page 11 SECNO Q CWSEL CRIWS EG TDPWID VCH ELMIN VOL 12.000 195.00 159.97 159.97 160.49 44.38 7.83 157.00 9.40 12.000 260.00 160.22 160.22 160.79 48.50 8.50 157.00 11.75 12.000 327.00 160.42 160.42 161.05 51.82 9.15 157.00 15.50 12.000 387.00 160.58 160.58 161.27 54.45 9.68 157.00 22.02 12.000 479.00 160.82 160.82 161.56 58.32 10.29 157.00 29.02 13.000 195.00 172.89 .00 173.19 76.05 4.78 171.00 10.54 13.000 260.00 173.09 .00 173.44 87.87 5.25 171.00 13.17 13.000 327.00 173.28 .00 173.67 98.80 5.61 171.00 17.20 13.000 387.00 173.44 .00 173.84 107.55 5.87 171.00 23.96 13.000 479.00 173.64 .00 174.08 118.92 6.26 171.00 31.32 14.000 195.00 177.12 .00 177.22 111.84 2.62 175.00 12.06 14.000 260.00 177.37 .00 177.47 129.53 2.89 175.00 15.13 14.000 327.00 177.57 .00 177.70 144.75 3.12 175.00 19.58 14.000 387.00 177.74 .00 177.87 156.70 3.30 175.00 26.71 14.000 479.00 177.97 .00 178.12 173.24 3.53 175.00 34.62